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HomeMy WebLinkAbout638300223598533580) Z-05264 Haxtei Meadows Phase I INSPECTION REPORTS GSrz: 4y •'; 01-02.2003 - 09 26-200 3 '`fit•, ,•n' r .d r•f -�. rV / � y ('� E thy. F , ..fyr � .. wj A �• '�t y , •,l; 9 p�,4 r Ete+y.• A Sr 1 .,�hJ�'4} 4 r.• 1 Eli Nj•;:` Y � I ah•'��t , ar i 1 M wl ��-- I�1 Uc�loll q�� I S�` 1 ba'""I➢ tJ'.�j��up"+ L �i.. �.x *A. 4b �. r - ��C k�'�`J��ti��4.�ri�wtv n c � r¢:� r{ 14.: rr � •4 Rol w �t d % 1 v4 a-^it r�"E1yl'�'� A` �'}j}�t�'.'r�u�'��"'cl � 4y k#i+FS k�i'"�q',i'•.E, sr,w.:p h q rr»t �r t, k '"r r Ri�4 'i i � f �. ki ia. ^a kql k 1�y� 4 al'Altyx x ate g [• ' 9 r� �` C >:' c � t q . , AAb�i ' }W €+ s� 1 d 4."� ,� 1ik „�. 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' � 2 V.•/20 r .'XAl 00" .. `!�#. q '•{,.i:,,,,w, i} 7 to 11.'' ,. >aa E' �'tA�. ., x A+ �'a �'", t. ,' ',x' .r 4 r 1 W.' +f>• ..% Fr ��- f�' � 4';y �1�'Y-. f�4 <# � J'i 1! 4 - E l I : �t', + � �� kx y swill s ��JdyA�AYa.'N M�{,� e, a,-i Buze � I rry arpr 1, �, 7A �' r N r � � I ieF r yuwart ,�r±ww.+•+�u� �+4` ����ry �;..;',r}y `-r M1 `a • �r - t .s G�I'�k�„.Yi�afiie" r �:.'.r.a-Jx!M*`i i'}•' [uk I )i�•r. y.� T4"f' r '°da6nTMWN`2i. 6 xr y;�, i' ra I ' 7 J s♦ Y: ]Pr®J ect �o. 01-241.01 �,.` E � .91 141 1 >, 1�1 AL Project Manager. h .� F ,. � .. - Scott Smith 32 Discovery ` Drive ` Bozeman, MT 59715 Phone (406) 582-022.1 Fax (406) 582-5770 Inspection Report i ALLIED ENGINEERING SER\/ICES, INC. Project No.: p/-��//,o I Date: 47-2G -p3 Day: pAxI&Y Page--Lof Inspector: 9--A-E� \ Project Name: !KX meA-:!L,, Cp �7 Time Arrive On-Site: I i Time Left Site: 1,2 : 3e PNt Weather Sunny, Cloudy, Rainy, Snowy, Windy, ��3o High/Low Temp. er th Description Equipment on Site (description, hrs. operated) .S Crew on zte Notes 37 S x 3 wl � II:Ob - _ �,.�..¢�.��_ .n.�.7 -�,�.,.- bed=o•�. n sue- fE�����.� 19"30- a� µ• �' q a2G -�.3 nspector Date Date -,2(0-� Page 9-of (c Notes Continued • / G.y Y os - i,r�,r�,✓ ate— ,V G 3333. I s G Allied Engineering Services,Inc. Density of Soil In-Place Aiscovery Drive .T= Bozeman, MT 59718 By Nuclear Methods r;a ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 . ASTM D-5195 SEFZVICES. Project: _ zti, Proctor Density (pcf): 7, S Pe-, Project Number: Required Compaction (%): Date Tested: Tester: Ae:- Optimum Moisture Daily Function Test(on calibrated test stand on concrete slab) L-292 L-662 Nuke Serial # - 7 p Standard Standard Standard Difference Tolerance OK? Contact Count /�5 j 1661 1532 1720 —g +or-300 Moisture Count a 36, 7 243.3 1 151.8 1055 -�, +or-40 Test Number: Location: 60 Elevation or Lift: Dry Density(pcf): j ya.7 -lam sue-. % Compaction: 9�, Meet Specification? ` Moisture Content(%): Comments: Test Number: 2 Location: a 1-;,- Elevation or Lift: a Dry Density(pcf): )Z/Q , E5 pc� % Compaction: `j�,p / Meet Specification? Moisture Content(%): Comments: Test Number: 3 Location: 3�t� Elevation or Lift: .1 N AApT ,�_... "' Dry Density(pcf): /1-/3 %Compaction: q7, f5 ', Meet Specification? Moisture Content(%): —"'-- Comments: Test Number: Location: Elevation or Lift: 2 ;Dry Density Density(pcf): / 3, ,cp % Compaction: St 7,O Meet Specification? Moisture Content -- Comments: Test Number: 5- Location: 3;-# 5'0 Elevation or Lift: 02 N f+sP Dry Density(pcf): / �r �' % Compaction: 9 7, 3 Meet Specification? Moisture Content(%): - — Commentsr Page 3of nspector, Date �` Project Manager, Date Reviewed By, Date Density of Soil In-Place Aiscovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: 6/�*7Eji_2 S P 1,�:.�a Proctor Density (pcf): `/7-s Project Number: p _ y/-�, / Required Compaction Date Tested: s, -,,7,_3 Tester:LAC Optimum Moisture (%): Daily Function Test(on calibrated test stand on concrete slab) A--Oe L-292 L-662 Nuke Serial # A 770 Standard Standard Standard Difference Tolerance OK? Contact Count 6 5 3 1661 1532 1720 +or-300 Moisture Count _;�36' 7 1 243.3 151.8 1055 ,�, +or-40 Test Number: Location: 3 Elevation or Lift: .aXT7 f �ypf}may--' Dry Density(pcf): / y 3, / PcF- % Compaction: 7-p j Meet Specification? Moisture Content(%): Comments: Test Number: Location: 3 Elevation or Lift: t�-- Dry Density(pcf): J[a 3, '7 Per_ % Compaction: Meet Specification? • Moisture Content(%): -- Comments: Test Number: S' Location: 'dry t 5- Elevation or Lift: gstX , P ,�tz�— Dry Density(pcf): 0 e e4r— % Compaction: 97 G / Meet Specification? Moisture Content --- Comments: Test Number: Location: 3! dc7 Elevation or Lift: 02 Dry Density(pcf): /-/5,/ P-1— % Compaction: CIF" JqX, Meet Specification? Moisture Content(%): ----- Comments: Test Number: /o Location: qF+,25' Elevation or Lift: A ;-e. �Dry Density Density(pcf): %Compaction: 9 7 g X Meet Specification? Moisture Content(%): Comments: Page of Spector, Date Project Manager, Date Reviewed By, Date Densit of Soil InPlaceAg� 3 iscovery Drive y Bozeman, MT 59718 By Nuclear Methods ly ALLIED phone (406) sg2-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: e ry #_„� ,Proctor Density (pcf): / 7/5 p Project Number: D / 07���. �, / Required Compaction (%): -Z Date Tested: 9 -,26 _d Tester: — Optimum Moisture .------ Daily Function Test (on calibrated test stand on concrete slab) A-7 L-292 L-662 Nuke Serial # -77d Standard Standard Standard Difference Tolerance OK? Contact Count 1661 1 1532 1 1720 8' +or-.300 Moisture Count � / , 243.3 1 151.8 1055 _( (p +or-40 xo Test Number: / Location: Al 7 a p5 Elevation or Lift: ';Z Dry Density (pcf): / 6ji, p % Compaction: 7 Meet Specification? Moisture Content Comments: Test Number: /Z Location: L//- .7,A.5 Elevation or Lift: 6,41-1 Wc�e—,,E7,e Dry Density(pcf): 1f5 ,!o PGA % Compaction: 99,7 Meet Specification? Moisture Content(%): — ---- Comments: Test Number: /3 Location: y5--r d,5 Elevation or Lift: oz ?0c7zE5a- � Dry Density(pcf): / �, �, % Compaction: 1 / Meet Specification? Moisture Content(%): Comments: Test Number: / Location: Elevation or Lift: -z,4z- Dry Density(pcf): Iy 9 I°�G" % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: JcT Location: Elevation or Lift: i*- / e Dry Density(pcf): jy7.y/4F %Compaction: 1p0_(�D l Meet Specification? Moisture Content(%): Comments: Page of -Irfspector, Date Project Manager, Date Reviewed By, Date Density o it In-Place Aiscovery Drive f So Bozeman, MT 59718 By Nuclear Methods ALLIED phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: _ Proctor Density (pcf): ,yam 5 — Project Number: Required Compaction (%): Jj 1;% Date Tested: 9_,21 -0.3 Tester: Optimum Moisture (%): -�- Daily Function Test(on calibrated test stand on concrete slab) L-292 L-662 Nuke Serial # f{ -77,fn> Standard Standard Standard Difference Tolerance OK? Contact Count 1661 1 1532 1 1720 _4s +or-300 1 Moisture Count ate, 7 243.3 1 151.8 1 1055 —6-21 +or-40 Test Number: 14 Location: V�P_t Q-S Elevation or Lift: 02 Dry Density(pcf): f'c-F- % Compaction: , O Meet Specification? Moisture Content(%): Comments: Test Number: / Location: All Y z5 Elevation or Lift: a'Z Dry Density(pcf): 1y4q, q pcf--- % Compaction: g. _ ' Meet Specification? 1✓ Moisture Content(%): f Comments: Test Number: g Location: 12:5 r", Elevation or Lift: a 'lag/ AiSA41.6�7--- Dry Density(pcf): qS, 3 p c4:�-- % Compaction: Meet Specification? Moisture Content(%): ' Comments: Test Number: Location: 3T 7zOO) Elevation or Lift: ,A-^' Dry Density(pcf): )y5,7 per % Compaction: `fig, /, Meet Specification? fie' Moisture Content(%): Comments: Test Number: Location: S-f-zq:D Elevation or Lift: Dry Density (pcf): 1-/ , 3 p % Compaction: 97,ZZ Meet Specification? Moisture Content(%): - Commentsr. • Page of I peEor, Date Project Manager, Date Reviewed By, Date Inspection Report ALLIED ENGINEERING SERVICES, INC. BSCT Project No.: p/-24{/,o( Date: 9 - 25--o3 Day: Page__�_of_� Inspector: Project Name:BA�,,� Time Arrive On-Site: Time Left Site: -- Weather Sunny, Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Description Equipment on Site(description,hrs. operated) 0 Crew on Site Notes A-7 be �2 ",AAA zlv l i'n' ?) 7. 5 2,L�,o, ,2`/ . • Spector Date Inspection Report • � f • ALLIED ENGINEERING SERVICES, INC. Project No.: O/-PY 21 Date: 17 03 Day: Ar,57 ✓es,b� Page_I of ! ' Inspector: },c R-E Project Name: Time Arrive On-Site: g ;15 A,,6 Time Left Site: 9:ys PM 2:C)o PM Weather Sunny, Cloudy, Rainy, Snowy, Windy, 3 High/Low Temp. ther Description Equipment on Site (description, hrs. operated) BA-iJ.i�6-- l Crew on rte - C 8-1W+--s� J Notes w S l -- V Ile a— - — r II s�r Date • Date Page a of-5 Notes Continued znd 3'3D Allied Engineering Services,Inc. Densityof Soil In laceE Aiscovery Drive Bozeman, MT 59718 By Nuclear Methods Bozeman, phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. r � Project: FAA �2 M :t +r.�5 pJl , Proctor Density (pcfl: al Project Number: a411,o/ Required Compaction (%): 9 S Date Tested: Tester: Optimum Moisture (%): _ Daily Function Test (on calibrated test stand on concrete slab) A•7 L-292 L-662 Nuke Serial # A- 77® Standard Standard Standard Difference Tolerance OK? Contact Count1,52,3 1661 1532 1 1720 �g,0 +'or-300� Moisture Count 2 3 3, 3 243.3 1 151.8 1 1055 p +or-40 X Test Number: Location: Elevation or Lift: I 16-11A5E Dry Density(pcfl: /,;t--7, z5 % Compaction: '15 / Meet Specification? Moisture Content(%): p ' Comments: Test Number: 9- Location: Elevation or Lift: e .p_-gam Dry Density(pcfl: I-) $ 7 Pc-4=- % Compaction: .7 Meet Specification? Moisture Content(%): Comments: Test Number: 3 Location: Elevation or Lift: Dry Density(pcfl: /-�� p� % Compaction: 9 j Meet Specification? y Moisture Content(%): �3,y Comments: Test Number: y Location: 31 { 5a Elevation or Lift: g E✓ Dry Density(pcfl: I aS.5 pGF % Compaction: rj, 'A Meet Specification? Moisture Content(%): Al, 15 Comments: Test Number: 5 Location: 3,2-f-,�U Elevation or Lift: j Dry Density(pcfl: f a 9.J{ pc-F�'- % Compaction: 9 5 ', Meet Specification? v Moisture Content(%): Comments: Page_of_ spector, Date Project Manager, Date Reviewed By, Date Densityof Soil Inllace Ascovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: r'py, _- Proctor Density (pcf): 13 1 0 Project Number: o/- ;2W,e,, Required Compaction (%): 95 / Date Tested: Tester: Optimum Moisture (%): Daily Function Test (on calibrated test stand on concrete slab) L-292 L-662 Nuke Serial # �� Standard Standard Standard Difference Tolerance OK? Contact Count 1661 1 1532 1 1720 or-300 Moisture Count �33,3 243.3 151.8 1055 �/�_ � +or-40 Test Number: (p Location: z 3 Elevation or Lift: Dry Density(pcf): 131, %Compaction: 9$.O Meet Specification? Moisture Content(%): Comments: Test Number: Location: 3.1717 x5v Elevation or Lift: ) 915E` / . Dry Density(pcf): 0, 1 PcF % Compaction: 3 Meet Specification? Moisture Content(%): 41,p Comments: Test Number: Location: 3.5-t- p gAxT— Elevation or Lift: F3/�Sa— C.d#f2-5= Dry Density(pcf): 3<2, P % Compaction: q�.g / Meet Specification? Moisture Content(%): o,4!a Comments: Test Number: Location: 3G Elevation or Lift: 8A5� RzSG Dry Density(pcf): /35, 7 PC-E- % Compaction: /o/- 3 Y_ Meet Specification? Moisture Content(%): Comments: Test Number: / Location: Elevation or Lift: Dry Density(pcf): g �_ % Compaction: J bD G /_ Meet Specification? Moisture Content(%): 3, j Comments: Page of 'Inspector, Date Project Manager, Date Reviewed By, Date Densit of Soil InRlace 32Tliscovery Drive y Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. 1"C. Project: /Ax—,-E - Proctor Density (pcf): /y7, 5 Project Number: © � -���,o I Required Compaction (%): 95 - /OO Date Tested: 9 - y_ 0 3 Tester: Optimum Moisture (%): Daily Function Test(on calibrated test stand on concrete slab) C<=0 L-292 L-662 Nuke Serial # EA -770 Standard Standard Standard Difference Tolerance OK? Contact Count 3 1661 1532 1720 —( p +'or-300 Moisture Count 3 243.3 151.8 1055 _/d,G� +or-40 Test Number: Location: Elevation or Lift: a"s�SPI i �— Dry Density(pcf):/3 9 p<.j=- % Compaction: ,ram '/ Meet Specification? Moisture Content(%): Comments: Test Number: Location: 36-,4-or7 13f�K i�y2_ Elevation or Lift: I g'' p5pr-f f Dry Density(pcf): j p_ -7 % Compaction: q 5, 41 / Meet Specification? Moisture Content(%): Comments: Test Number: Location: 3o1-r5,6 LH Elevation or Lift: a'' ASptt�` Dry Density(pcf): lql, 3 p c % Compaction: Meet Specification? y Moisture Content(%): Comments: Test Number: Location: 3 tea 3/'rf Tom. Elevation or Lift: Dry Density(pcf): o, 1E pcF- % Compaction: 9 S, 5 / Meet Specification? Moisture Content(%): Comments: Test Number: Location: 3&-7-6>0 BA i=i2_ Elevation or Lift: Dry Density(pcf): / y3, ® p4r ` % Compaction: C161 9 / Meet Specification? Moisture Content(%): Comments: Page s of Lpsl5ie or, Date Project Manager, Date Reviewed By, Date Inspection Report ALLIED ENGINEERING SERVICES, INC. ProjectNo.: Ol-zy/ Date: `���/� Day: -T`,Q, Page / of Inspector: C c� Project Name: Time Arrive On-Site: T 30 Time Left Site: 2 3 v Weather Sunny, Cloudy, Rainy, Snowy, Windy, 65" High/Low Temp. Other Description Equipment on Site (description,hrs. operated) 7TL Crew on Site . S T-I-. Notes W1 l !S 'x-d Y�ov y- 10!aco a�,n d w i ►I iPcrcJ�' loc5-� l/uar-�s e� L I.,t.)i`l I �--a.K� �w�`)� - � I•a.,U�P Z : C�;+ t� ��Ir,�s �� ►.off-G� CTV" � +��1�� Inspector Date Concrete Placement and Conder Testing Report A% 32 Discovery Drive Bozeman,MT 59718 ALLIED Phone(406)582-0221 ASTM C-39 6" X 12" Cylinder ENGINEERING Fax(406)582-5770 Project Name: / . Project Number: 01 —Z�J,DI Date Tested: �`1$`03 Inspector: eco Client: Contractor: S'TL Concrete Supplier: `( L Concrete Specifications: rn Mix Number LJ f 502-6 V Required Strength: 1-�OOO psi @ 2..."S days Required Slump: LJ°/yp�j< Req'd Air Content: ,/- / % Req'd Mix Temp: to gro °F Admixture: Other: Method of Placement: Chute Conveyor Wheel Barrow/Buggy Pump Crane with Bucket Field Testing Data_ i Structure&Location: /L a �/�$eu�— Co�vc/��r—ice r���r (�j? Gr 3 8/41cT _ Time Batched: I 7,k Time Placed: 2.,DO - 2-Z CD Cement Brand&Type: Air Temp: 6 y °F No.Cubic Yards: ( t Meets Specifications(Y/N) Contractor Notified of Failure(Y/N N/A) Mix Temp: 6 a °F \/ Slump: 5. 5 in /J Air Content: 15- y % Field Changes in Mix: Curing Method(cylinders): 6 tiT Comments: Lab Test Data: Label Each Cylinder with: Proj.#,Proj.Name,Date,Time Cast,Placement Location,&Tester's Initials Cylinder Date Tester Average Area Weight Age Total Load Type # Tested Initials Diameter in2 (Ibs) Tested Load (psi) Break 124 A q!2s E�4z rp,c o 28,4,� 28,(.s -7 SZ,scram r2q cam 5w2pp- 12A t3 ioh6. of S 28.42- 28.s(D 18 ISlo,sno 46co �:-j4 )24C- to/I(, ozo 2B.41. 2B.49 28 JAO,SamA9 Au I2�t] 111 i3 s�CN� Sketch of Concrete Placement Location: e v S°`n 0 X Inspector, Date Page 2 of Inspection Report ALLIED ENGINEERING SEF2\/I(--ES, INC. L5 T �� Project No.: D/-��/,o/ Date: 1-)5 -c3 Day: ns.. i Page 1 of Inspector: K ,2. E . Project Name: zq Time Arrive On-Site: 1 a ; 3o Time eft Site: y= 3o Pit Weather Sunny, X Cloudy, Rainy, Snowy, Windy, io3 5/ ° High/Low Temp. Other Description "5 6r Equipment on Site (description, hrs. operated) Crew on Site Notes 35 - - . G'. o,6 . I pector Date • Date Page Hof Notes Continued P3 - s " 'Allied Engineering Services,Inc. Inspection Report • ALLIED ENGINEERING SERVICES, INC. 65G 3 Project No.: c1.-241,o Date: `l -!/03 Day: - Page of 2 Inspector: JL-Q-E. Project Name: Time Arrive On-Site: q :oo/q.-M Time Left Site: S: 15 / /A Weather Sunny, ,)r- Cloudy, Rainy, Snowy, n Windy, �S° High/Low Temp. Other Description Bs 6- 0 --l— Equipment on Site (description, hrs. operated) a 3 G <--- U m lrtl-a ��yryi—��1� Crew on Site 9 S Gr �2 —,P5/4,4,AS CLXS�6- W M &4J BA C Al - Notes 11141 - o.- - - c a nspector Date Date I//-o Page Hof Notes Continued • �cm L c N D, 2Y4 17-4-- 02. '15 �}�,w„o�,`�6�P ,._.�_ .�,, w.> ,✓,.�s�T r„o.� t ti.-� A-4-G� CI—Iw � 3,30 - n2e, 117 x 5 Allied Engineering Services,Inc. Inspection Report • ALLIED ENGINEERING SERVICES, INC. Project No.: o f-a,4I•o-IL Date: -co-03 Day: 1VE6&tE spgy Page I of 3 Inspector: K•2.E Project Name: 64,k Mere-ea5 Time Arrive On-Site: S:,DcAM Time Left Site: I:oc-o /o/q Weather 63/ Sunny, X Cloudy, Rainy, Snowy, Windy, /7 High/Low Temp. Other Description a s6r =L— Equipment on Site (description, hrs. operated) t� Ga--�5 f74e-F:=-7 ( I) Crew on Site • �� Y —0�5 7 Notes 2D+n� sri} : Gi � 'O©� A�y+•c-v-�+l o-r._ �.G tea— ���� �e� !3 SG- C�e.��.r �....� S�4 o t-7-2� -(-- f-2r o .05� ,e. x_ sal ya y . 5 ra t ' 3 67 9:m o s1l� ,�idt • �� ��� 4 -lo -0 3 nspector Date Date Page a—of 3 Notes Continued • �rk�,�-.ram. zt.��i �/�--�-- - ��� �� ...�X. �c-.�_ IL -�o - - ^' STi�y3f 5� o rt fv be oCz �8 � � .�e ic�r ego ate. 14�— d A lied Engineering Services, Inc. 32 Discovery Drive Concrete Test Cylinder Bozeman,MT 59718 ALLIED Phone(406)582-0221 Report ENGINEERING Fax(406)582-5770 SERVICES.INC. • ASTM C-39 6" X 12" Cylinder Project: trtiSS WH�ts� Project Number: 0/-a /,p Date Tested: — D -03 Client: i' / S Contractor: :3-�7—L_ Concrete Supplier: Specifications: Strength: 1/1&-&-0 psi at o2--Ze, days Slump: `f /y�1x Air: G Cement Content: Water: Admixture Other: Field Data: Structure&Location: C tzT7-ei2- - c-y.1 gs,p—,lf BAOC-1 E�- LAQQ C—: 6-2-D y3,a Sd Time Batched: )0 Time Placed: Air Temp: /�� F Mix Temp:' _F No. Cubic Yards: 10 Field Changes in Mix: N0,t4 E •Slump: J . 50 in Air Content: L4 , Eo % Cement Brand &Type: Weight of Clean Dry Air Meter: Ibs No. of Cylinders Taken: Weight of Air Meter+Wet Concrete: Volume of Air Meter: cubic feet Weight of Wet Concrete: Ibs Wet Unit Weight of Concrete: pcf Curing Method(cylinders): ;TzF,j H Comments: Lab Test Data: Label Each Cylinder with: Proj.#, Proj. Name, Date,Time Cast, Placement Location, &Tester's Initials Cylinder Average Area Weight Age Date Total Load Type # Diameter in2 I (Ibs) I Tested Tested Load (psi) (Break 02 9 l03 0 za /aa 13 ol-is 1 28.44 1 28:1-5 1 i 0'4R 113-0,Soo 14s90 14e2,0 Is Map of Concrete Placement Location: E � 3(-t C � Inspection Report • ALLIED ENGINEERING SER\/ICES, INC. Project No.: o/--,2y/,o ( Date: 9-E5�-o3 Day: F��AY Page I of Inspector: Project Name: Time Arrive On-Site: g:3o 1 Time Left Site: JI : J S A-M Weather Sunny,_,-X Cloudy, Rainy, Snowy, Windy, a/5 ` High/Low Temp. Other Description Equipment on Site (description, hrs. operated) \ Crew on Site ,2 Notes 111' Spector Date • Date 67--55— Page 2 of Notes Continued w 4�j r yyyy _ T-F L xf c 524 341 a2-2- /f .akArvv — �.q�ry 7s2— P M;IT= &"",J—�s — s%fit RE-6 t-7Z !-t �.�,�,✓�-�4-- T � A lied Engineering Services,Inc. Inspection Report • ALLIED ENGINEERING SERVICES, INC. Project No.: Date: 9-3-03 Day: Page—Lof—�— Inspector: K�E Project Name: f a}j , Time Arrive On-Site: 9 3,qA?1-A Time Left Site: !z: B-y AM / : csoPM 3 : 3oPN1 Weather X Sunny, Cloudy, Rainy, Snowy, Windy, �/59' High/Low Temp. Other Description M r-L S 5 U- Equipment on Site (description, hrs. operated) Crew on Site 85� / \ s S --VE: Notes 6 � hIf - - spector Date Dated- 3 -o Page P-- of ,I.- Notes Continued • , ` I 00 — G¢�� it 6�ra-6��o ��=vTL1�� i9-.,.� � G►-t�.r�� �C.�2 scsr sG a- D — ( • -/Lug J 3: [3 5 Allied Engineering Services,Inc. Inspection Report ALLIED ENGINEERING SER\/ICES, INC. Project No.:: 0 1-;?Vl,o( Date: 9- -03 Day: j u�E5, Page of a Inspector: k g-eE- Project Name: M r eL64L.B,-� Time Arrive On-Site: Time Left Site: 1/ : 3 o PM Weather fit' Sunny, Cloudy, Rainy, Snowy, Windy, S6 G0 High/Low Temp. Other Description TZ.. Equipment on Site (description, hrs. operated) �a Crc w of---mac TTL" S — P5 No 4NT Y s Tzs1„hY Notes Cz •00 — _ e5L.-- c.0 Kpector Date • Date -52A Page �2- of _ Notes Continued �. 4111 T7 4%✓G(�� l At 30 A)O cQ/vTYs rel©A Y Allied Engineering Services,Inc. Inspection Report ALLIED ENGINEERING SERVICES, INC. CTTL) B,S,G' 3 B, M J\ Project No.: Date: Day:iN-ulz-sh -y Page_L_of .7�- Inspector: tc—,R-C Project Name: A4x .�� Time Arrive On-Site: 49:p© A,&l Time Left Site: 9.'45;)o '4'Al '>:0o Pr"� `f coo r�Nj Weather 10AR7t111 g o X Sunny, /,J�- Cloudy, Rainy, Snowy, Windy, 55 High/Low Temp. Other Description Equipment on Site (description, hrs. operated) Ca> y leti4� Crew on Site 0 Notes g'�O — M �. s� .�- � 7 .��� a✓ 7� jT�L e tz,� .cam � s2� 3 Se nspector Date Date rd-AT,- Page 'L of L Notes Continued s� � ,�/ �, ���- e✓� 2,�/ - //.fit.,-. ��T �zGc� :..0 ��.A max_ � ,�- �a�,�� ��,.�0 .� �..-,.c�� �.c� ,�� ✓ y;oo - z ,�iy fry 'Act.L AAA-, -- p.�Alit s Y Allied Engineering Services,Inc. Density of Soil Inilace Aiscovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SER\/,CES, ,NC. Project: Proctor Density (pcO: 13,1 PCB Project Number: o i -a y/, o Required Compaction (%): 9 ca Date Tested: 7-,2r_o3 Tester: k-?a-45 Optimum Moisture (%): G _ Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 Nuke Serial # L -661- Standard Standard Standard Difference Tolerance OK? Contact Count Jg 1661 1532 1720 f /7(p +or-300 ' Moisture Count /(j g 1 243.3 1151.8 1055 h aCP +or-40 Test Number: Location: 3,,2-t5eD PAX-lrx- 5�4-8MSE Elevation or Lift: Dry Density(pcf): Si,1 Co - % Compaction: qS.a Meet Specification? Moisture Content Comments: Test Number: Location: 31 t-50 SGt�/j5E Elevation or Lift: ( Dry Density(pcf): /�q, oZ PcF- % Compaction: 9 �/ '/ Meet Specification? Moisture Content(%): oL, & ' Comments: Test Number: 3 Location: 36-f Elevation or Lift: Dry Density(pcf): JaS. 7 Pe-F- % Compaction: 9elo p / Meet Specification? Moisture Content(%): ,2, 9 Comments: Test Number: Location: aZc)-t5C> Elevation or Lift: Dry Density(pcf): 130, :3 {�cIo— % Compaction: q 7, a2 Meet Specification? Moisture Content(%): 3,C> Comments: Test Number: S Location: ( � Elevation or Lift: I Dry Density(pcf): 1,30. L '/, %Compaction: 7 5 ' , Meet Specification? Moisture Content(%): 3,a Comments: Page ';;-of 3 nspector, Date Project Manager, Date. Reviewed By, Date Inspection Report • ALLIED ENGINEERING SERVICES, INC. CC17L , BSC�- "M.) Project No.: of 2y/.o ( Date: g, -a7-03 Day: c,)6;WEs )o Page of 2 Inspector: K R-IE7 Project Name: Time Arrive On-Site: 9 :soffit Time Left Site: PPA Weather / A Sunny,_�Cloudy�_Rainy, Snowy, Windy, 8a 59 High/Low Temp. Other Description �L Q 5 Gr Equipment on Site (description, hrs. operated) ubuyd �a2_ Crew on Site s Sat(CC) Notes elK s✓ � 151 r - 0. /`/J -a-tt • II sp� Date Date Page -'-2- of 2 Notes Continued . (,'D' 2Z2!a; 3-7-ems© U d 2,� -- 7c�ift�s C�til7YS 3. 7 Ai 5 u A&As e e2► 5 Allied Engineering Services,Inc. Inspection Report AW MM .� ALLIED ENGINEERING SERVICES, INC_ (-O-T-L; 1356r 3 A.M.) Project No.: o/-,2.yl.o/ Date: 8- zG -,3 Day: Page col Inspector: _ K . 4. E . Project Name: LPH_) Time Arrive On-Site: 9:3cA4M Time Left Site: y: 5 PM Weather e /� Sunny, Cloudy, Rainy, Snowy, Windy, 9% . High/Low Temp. Other Description Equipment on Site (description, hrs. operated) L gs� Crew on i e 5 csP.S t — o P ?,(,-may 0 B 'kr�- fps-2 c .✓ Notes 97 ol C�tPvJ s-n ET 7 3 f 96 rE=von o�-�.� - _ �S✓7`} 3 P-r- o a--��e�_ • S'-2� -off I spector Date Date $-,2(Q- Page P- of Notes Continued l� U/ - - 13 516r- c-jn�� ` -�� �o - � d -7� ,yam=-•� e�,�-� /161 IV At w- �- r L 751, 1 par.;g, — g / - 6 f (--� 3g-r 70 ) 02�S•O S y w rn1�f� �� — 3�n- c�� "hied Engineering Services,Inc. In-Place 7�i 32scovery Drive Density of Soil / B Nuclear Methods Bozeman, MT �971�8 y ALLIED phone (406) 58� 02_1 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SEFIVICES. INC. Project: / �� M �zJs N z,1 Proctor Density (pcf): / lq:,c . Project Number: o _ a� Required Compaction (%): 9 S /. Date Tested: S, -p�l, _a3 Tester: Optimum Moisture Daily Function Test(on calibrated test stand on concrete slab) 77 L-292 L-662 Nuke Serial # EA - �7b Standard Standard Standard Difference Tolerance OK? Contact Count93 1661 1532 1720 C 32 +'or-300 Moisture Countc. 243.3 1 151.8 1 1055 —�/,,2 +or-40 X Test Number: I Location: 4 Elevation or Lift: Dry Density(pcf): 3D. pc� % Compaction: 91,5 Meet Specification? Moisture Content(%): Comments: Test Number: ;7- Location: 3`) F�jU �X7i2.- Sufic` Elevation or Lift: Dry Density (pcf): c? , ! - % Compaction: 9$'.e_l / Meet Specification? Moisture Content(%): Comments: Test Number: 3 Location: AA>ITr 5u2MsE- Elevation or Lift: I Dry Density(pcf): Jz�s, o �c� % Compaction: JCO. -7 /1 Meet Specification? Moisture Content(%): 3 Comments: Test Number: Location: 3g-�57D Elevation or Lift: Dry Density(pcf): PC-P_ %Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: 5 Location: 3g-tod 4 Elevation or Lift: Dry Density(pcf): 3 3 % Compaction: Mfg, C) "/. Meet Specification? Moisture Content(%): 3 (9 Comments: • Page of nspector, Date Project Manager, Date Reviewed By, Date • Densit of Soil In-Place 32Iscovery Drive y Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: bAX7E5e-- / ,v>d s tI z Proctor Density (pcf): 3 PLF7 Project Number: _ /, / Required Compaction (%): q5 Date Tested: g—;.G --e)3 Tester:,e,e_ Optimum Moisture Daily Function Test(on calibrated test stand on concrete slab) A-77 L-292 L-662 Nuke Serial # A -770 Standard Standard Standard Difference Tolerance OK? Contact Count 93 1661 1 1532 1 1720 1-3,2 +'or-300 Moisture Count 3q ( 243.3 1 151.8 1 1055 , ;2- +or-40 Test Number: (I Location: 37t�o Elevation or Lift: ( Dry Density(pcf): J 2g. 7 P(f� % Compaction: , 6 / Meet Specification? Moisture Content(%): 9,8 /- Comments: Test Number: 7 Location: S7 tpb • Elevation or Lift: Dry Density(pcf): J 38, p Pc.F— % Compaction: y`7,p % Meet Specification? Moisture Content(%): Comments: Test Number: Location: t 5a Elevation or Lift: Dry Density(pcf): /3 g pc-r= %Compaction: ( '/ Meet Specification? Moisture Content(%): 3, Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: • %%�� Page of Inspector, Date Project Manager, Date Reviewed By, Date • Inspection Report ALLIED ENGINEERING SERVICES, INC. ��v'Z� �SCE, 3 B•M•> Project No.: y/•o( Date: 5-;5 - 03 Day: Page of Inspector:Inspector: ,ic -4,E' Project Name:,0.4*,�r� �64flow5 �A�A Time Arrive On-Site: g? : t 5'1 Time Left Site: `> : i 5 Pr"l Weather - Sunny, Cloudy, Rainy, Snowy, Windy, 86 5� High/Low Temp. Other Description "r-�-� 8 M • Equipment on Site (description, hrs. operated) Crew on Site • Ba g Ta C a5 Notes —Z r77-- o A6 zz�'- , spector Date Date F q- Page of 3 Notes Continued , lac. C' f -W ifiLl� CAII ec 1 � O i rr�4r5 Q�T�'s �30 o S/ Allied Engineering Services,Inc. It of Soil In-Place 32IIiscovery Drive Density Bozeman, MT 59718 By Nuclear Methods ALLIED phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: = Proctor Density (pcf): 3161 Project Number: Required Compaction Date Tested: - 02,- P3 Tester: Optimum Moisture Daily Function Test (on calibrated test stand on concrete slab) L-292 L-662 Nuke Serial # y��' Standard Standard Standard Difference Tolerance OK? Contact Count 1661 1532 1720 - Y$ +or-300 Moisture Count a31. 8 243.3 151.8 1055 -//,j +or-4C Test Number: I Location: / t 7 O�ke74 A Elevation or Lift: / Dry Density(pcf): 30, 7 PC-f- % Compaction: 97.S % Meet Specification? Moisture Content(%): Comments: Test Number: P7- Location: Elevation or Lift: / Dry Density(pcf): , r2 P G� % Compaction: �g. L. '/ Meet Specification? Moisture Content(%): Comments: Test Number: 3 Location: //0 t 5o Tom- ' Elevation or Lift: Dry Density(pcf): )27, % Compaction: ) Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: • �. � Page of nspector, Date Project Manager, Date Reviewed By, Date • Inspection Report s ALLIED ENGINEERING SERVICES, INC. Project No.: D/-ay/ ram/ Date: K 03 Day: FA1L�,4.>� Page _of_3 Inspector: ,k, P .0 . Project Name:,64 z� Time Arrive On-Site: A:3,nAM, Time Left Site: Weather 90 Sunny, Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Description Equipment on ite escription, hrs. operated) CAS e2.3 5 G �� �!'7i46 aM�3�f .A�GI.a-t Crew on Site s 3 -GAfbS g+09'.7 FEU s-,-o-we-M Notes 65 • _ 'Y---A�2_83 v nspector Date Date 8--z;)L- , Page --of 3 Notes Continued /;csb --- .�.� ? C.x.-Ai.�. ,�CG?.oc.��[ � /1�..�c,�c_ � 6�2iC�X�/h�"?�-- •.c,�z� ����,,,/ oryztir-mac Sn4 y2 25.A�t7locl� CIO, �G.o� e-�_ — alb ate" 5 r S729� gaa -a Allied Engineering Services,Inc. • Date -c?TS Page_- of Notes Continued c— -v, AE5C-- �f7ao. �a \ C� t7o2 �.�a 6yl. yo �� GcP 5 ' 3`J 15 y69 . 65 1 /5" Rcf' s� r; 7{)z kcp S.L 7t ao - -2A�a a . o� 1 ►s' a.� 54 (F,-- 7 — 7f56.7 5.93 y69/. 671�« �1�_ 7r5�S $, 08 ��9a. 502 �Mll>r _fi r��u£. T �6 s 05 sst 7 t 77 S• a o y C 9 . 73 -7-t- 93 Im o"- R-cP �s >c� -7. 9 y y(l9a, 9 9 R Sb M f.( 2 /b 7 ` �_8 7 q3,0 Co I/'�l-I ��C`G TA VmaT o ct i-(n() FG-g� �g} bS•7 L 1llied En-ineerin Services, Inc. Inspection Report ALLIED ENGINEERING SERVICES, INC- B Sal Project No.: o l-AyI•o I Date: -a! -o3 Day: ;/Yt4".64 y Page-�—of Inspector: k E Project Name: a4yr�_ �_ —> Time Arrive On-Site: g:e� Time Left Site: 5 : Y5 PM Weather 9 0 151 L Sunny, Cloudy, Rainy, Snowy, Windy, - High/Low Temp. Other Description 6 Equipment on Site (description, hrs. opera ed) �llfy �aA2�T�f f�ti� iQB2[� �� Si g5/T Crew on i e 2 — o PS O-F 93 �T P - 55 Notes C,� s� : G f 7� �e�= s�o &AAaWr 0�1 r.�I& .r .Cc-- �2���. n— 3 A. Irrspector Date • Date CE Z-t —50 Page _of 3 Notes Continued • �l;o a -- ^�_ �SG•c— c,c.e.�,J Gam—nu�o ���.r��7� �-.-�� 5-f-S 1 .� Ae n4 7 ya"gyp- rg►°,� a�v /y��r� �� � � �•�ya �.r� lied Engineering Services,Inc. • Date �s-a _o Paae 2 of 3 Notes Continued 1 . FS — c— J, lAES G 77. 70 o 5H P-T— 3% �� qo. 7,Y /F 8 � '-PVG SS g i�..v3 p 4-6 7 o2-7 $• 7 Y6 90, w PtJc 55 o+ SOtz-T- 3; G z 116 1. o� 1� g' PvG ss 01`I:�'Jell- cs3� g. `l5 y�91 , as �99.57 5 s. 8 C'p sp 5417 a-v 7 Zo I5°`R-ce 5 t 5,75 5.(,3 ge-'o s-L &-t37 MHrF�-,:�.Tjvaa4-ou7-7(t4> a 7 � - sUrrlJ q L ) `96 / < 25 GfC g.a y IY671.33 I2- c� �f 7a g 1 yG91 , AV I�j.15"2c-P�� .al.-o3 Allied Engineering Services, Inc. Inspecii®n Report Am a ALLIED ENGINEERING SERVICES, INC_ Project No.: 61_ay/,o Date: _ - 210-03 Day: w Page -�—of S Inspector: .�. . Project Name:$qv�/� 5 P/44! Time Arrive On-Site: g: 30,4,E Time Left Site: `f:3o P,--1 Weather 90/ r Sunny, Cloudy, Rainy, Snowy, Windy, 5 7 High/Low Temp. Other Description 65� Equipment on Site (description, hrs. operated) C'14ir— .g r� Crew on—ite s-/Ale3- %i A : otSY A-— B�� 4-Jr1 @ 57?4 fl sir: 9+/9.7 Notes Fkrb, ">�77.6 —a3• S � - ' HOD- G•rw�yt, ..yc.o�.c.n 7 i AL c f spector Date Date Sao A Page_ 2� o£.5 Notes Continued �J 1 a•Bo Jam- Alt--.r...-�:,,.�.-✓..e �.�ol,.) 9�cvtJ�-Q c� � e `�— g,;®® — BSC- Cicas� o ' ter` � �rr 2 . of77• ra �--�- , �o �= /a•" a t.�'�� - A- A lied Engineering Services,Inc. • Date S�ac� Pale 3 of Notes Continued -t- I L I- FS - � . .✓ �E 5� �G. 55 A %-1461q-f f��g35 y 9 .02 /otvy l/• al os Jo, 93 q� V - — �707.g8 @ ti'o Y 77, o rsY R- - l— --- yG93, JS g 6:7-� I'Pm /3 oS O 04 -7�L A� 1 y,a1 '/G93. �7 1 : )f6Ss (L.T- /3, &3 yG9y, a5 1)F wM /3 P-T-- LS 5 • Allied EnaineeringServices, Inc. • Densityof Soil In-Place 32�scovery Drive ace U Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: gq><-� ? 1,�pMC5 Proctor Density (pcf): /y7 S; p Project Number: o i, aL(/ .v Required Compaction (%): —Y 7 Date Tested: T -ao -03 Tester:I&#-E- Optimum Moisture (%): — Daily Function Test(on calibrated test stand on concrete slab) C' A-� L-292 L-662 Nuke Serial # -�7O Standard Standard Standard Difference Tolerance OK? Contact Count /5 9� 1661 1532 1720 —js +or-300 Moisture Count o2 3 2 243.3 151.8 1 1055 -/of , +or-40 �. Test Number: Location:Elevation or or Lift: Dry Density(pcf): / Y, 7 /'-F % Compaction: 9$, / /, Meet Specification? Moisture Content(%): Comments: Test Number: 2_ Location: )-1 oca >2�q--�? /4�•f' }Z —`v. Elevation or Lift: Dry Density(pcf): J�45, 6, Per= % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: 3 Location: o2-Fop y4g7�► f�S�NL�T— Elevation or Lift: Dry Density(pcf): 3, g Per" %Compaction: fl 7,5 / Meet Specification? Moisture Content(%): Comments: Test Number: Location: 3sf'<if)za�— Elevation or Lift: Dry Density(pcf): %Compaction: 17, 7 / Meet Specification? Moisture Content(%): Comments: Test Number: Location: t ,�6i Elevation or Lift: Dry Density(pco: /VA5.-7 % Compaction: Meet Specification? Moisture Content(%): Comments: Page of l pector, Date Project Manager, Date Reviewed By, Date Density of Soil In-Place 311scovery Drive Bozeman, MT 59718 By Nuclear Methods = -..,&ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: e � � /�8,�� Proctor Density (pcf): /y7. 5 Project Number: a�/, 5 Required Compaction (%): q 7 Date Tested: g e>3 Tester: e2— Optimum Moisture (%): Daily Function Test (on calibrated test stand on concrete slab) L-292 L-662 Nuke Serial # A—27a Standard Standard Standard Difference Tolerance OK? Contact Count 571,,/ 1661 1532 1 1720 —{S +'or-300 Moisture Count o2 �/, 2 243.3 151.8 1 1055 40 Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: `�S, f % Meet Specification? Moisture Content(%): Comments: Test Number: Location: lj Elevation or Lift: Dry Density(pcf): y3, 7 % Compaction: `3 7. Al '/ Meet Specification? Moisture Content(%): Comments: Test Number: 25 Location: Elevation or Lift: Dry Density(pcf): % Compaction: 7, 3 % Meet Specification? Moisture Content(%): Comments• Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: 7,g / Meet Specification? Moisture Content(%): Comments: Test Number: p Location: Elevation or Lift: Dry Density(pcf): % Compaction: 953,3 / Meet Specification? Moisture Content(%): Comments: Page of r I ector, Date Project Manager, Date Reviewed By, Date Inspection Report ALLIED ENGINEERING SERVICES, INC. Project No.: o/-2LI6 o 1 Date: gy 7— 3 Day: 7uO�;;"A,-`I Page l of CP Inspector: 14- Project Name: R4k1TX—� a,� Time Arrive On-Site: g'.ma w( Time Left Site: 5: 3o P^� Weather %o° _Z Sunny, Cloudy, Rainy, Snowy, Windy, 5G ' High/Low Temp. Other Description I�115Cr Equipm ne ton Site (description, hrs. operated) e.4'V'- 2 EE G -'7� l060l� D o vo c-Aq-- C-4-,4,;e� � — Cre on--9rte a �s sv-�} :3a+ 50 g�rYt - Wr1 Notes CWt�- s; /6-t1/ �� s+v;= yA 5 ti0 -/ nspector Date Date S Page Hof Notes Continued .ca 11 J .I Yam. O''LGCp/L /e BSA' 5" 30 n 7a /V-�!` F 03 lied Engineering Services,Inc. Date 8'^ Page � of 6p Notes Continued + � ✓• bE5 r-- y3 /D f/2,5 w 6��,�5 11- $"-LT r, VAOa o r /o 6 gCv �.17 O 33 a.3 Yd V, . 1T-/. t' wM 2,3-5D _33 f y3 33 y6gG-G;K /"z' P wry �1 33 +07 /`/,53 41(,�f oaf 7y ;'0 02 s6, /3 2 • Allied Er.;ineerin Services, Inc. Densityof Soil In-Place 32iscovery Drive 9AS ace Bozeman, MT 59718 By Nuclear Methods ALLIED Pnone (406) s82-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: AW,7e%. i�✓ Proctor Density (pcf): 'e Project Number: o/ ��f/,o q Required Compaction (%): 7; Date Tested: 'F-/y-,a3 Tester: eP_�_ Optimum Moisture (%): Daily Function Test (on calibrated test stand on concrete slab) L-292 L-662 Nuke Serial # ��� Standard Standard Standard Difference Tolerance OK? Contact Count �1, 9 1661 1 1532 1 1720 -1--5 +'or-300 Moisture Count 151. 0 1 243.3 1 151.8 1 1055 4 7, +or-40 Test Number: Location: Elevation or Lift: Dry Density(pcf): fR_�F % Compaction: J/7, 1 Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: f Dry Density (pcf): l g3,6o Pam- % Compaction: 7,3 ' , Meet Specification? Y Moisture Content(%): Comments: Test Number: Location: — Elevation or Lift: Dry Density(pcf): ,V,3, �Z_ PCB % Compaction: -7, ( / Meet Specification? Moisture Content(%): --- Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): lyX,o re-F- % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: ,S Location: 1 +50 — Elevation or Lift: Dry Density(pcf): % Compaction: 3 '/ Meet Specification? Moisture Content(%): — Comments: Page of 411 ` I spector, Date Project Manager, Date Reviewed By, Date Density ace of Soil In-Place 3�iscovery Drive Bozeman, MT 59718 By Nuclear Methods Bozeman, phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: AAX7E�, - /./,,_Wa25Proctor Density (pcf): /Z/j S P� Project Number: d/• 2y/, oS Required Compaction (%): q 7 Date Tested: g-T o3 Tester: Optimum Moisture (%): Daily Function Test (on calibrated test stand on concrete slab) Z:::2� L-292 L-662 Nuke Serial # - 777d Standard Standard Standard Difference Tolerance OK? Contact Count "/6 7 1661 1 1532 1 1720 14 g +'or-300 �( Moisture Count 243.3 1 151.8 1 1055 7, a +or-40 Test Number: Location: Z) i4s/=,h'�►�7---- Elevation or Lift: Dry Density(pcfl: Compaction: $ 3 Meet Specification? Moisture Content(%): Comments: Test Number: Location: 3 ff' ��-- Elevation or Lift: Dry Density(pcf): y3, 7 PeP-- % Compaction: 17.11 ' , Meet Specification? y Moisture Content(%): Comments: Test Number: �p Location: Y Elevation or Lift: Dry Density(pcfl: % Compaction: qT. +{ ' Meet Specification? Moisture Content(%): Comments: Test Number: Location: FTOAL, Elevation or Lift: J Dry Density(pcfl: / , ,'L % Compaction: loo, 5'/, Meet Specification? Moisture Content(%): Comments: Test Number: I o Location: 1+5Gp FboAo�b Elevation or Lift: l Dry Density(pcf): 6, %Compaction: °( ;t '/ Meet Specification? Moisture Content(%): Comments: • Page�-of_��� ems'-/9-p3 Inspector, Date Project Manager, Date Reviewed By, Date SANITARY SEWER AIR TEST REPORT Project Location: {� 3 ��ruSarJ S S Project Name: Ba �2 MS �PN 2 Inspector: LL JJE Date: B-/9-03 (Print) T (Separate Repon Required for Each Test Session) TV Inspection Required? (Y�>No Mandrel Testing Completed.) Date Completed or Scheduled: Station Total Test Time(Seconds)for Pressure Drop Manhole a) Main/ Size& Lentrih C KI ShoNn(psi) Comments Lateral Material (ft) From To Required' 4.0-35 3.5-2.5 py Main 'S ' o:�73� IV•yr. `13 --- Pass ail ( Sad �D-F5t` �38 f(��3� Laterals 1� 0�96 , 4 !�,yy9Jr J - ----- ----- -- --- ---- -- ---- "".D`�oru-n Totals 90.53( P.rAE X FG-// Main S a)d. { a6730q 1.-•3`l 37H16 ass r ail - � 3 38 tGS� �3G+N8� Lateals l � ;— b•3596 /o. Ps /o.Q3 rux -- - --- - ---- -- --------- ---- Totals 1,03WO%193.1776 • -/v F6-// Main /2 � c271c•D / 28G/G Y! 7 16`f (3D17 as Fail 3.5p5� l a tSo� /OfOO� Laterals /O a r 5S I 17. 6R - ----- -- --- -- -- ------- ---- /o.s - Totals yyY�P4 1155.I36 Main /��� �8 O',y5�68 J 3lo.yG/ ass ail acL 3 5 p s� Laterals —41 " - ----- ----- -- --------- ---- 5'17yY 5.a5 Totals For C and K values,see table and formulas on reverse side. '-For total C. 1.0,test time(seconds)required=2 times K For total C>1.0,test time(seconds)required=2 times(K/C) TEST PROCEDURE I. Add air slowly to the portion of the pipe installation under test until the .internal air pressure is raised to 4.0 psig. Increase the test pressure by 0.433 psi for each foot of average ground water depth over the invert of the pipe under test. 2. After an internal pressure of 4.0 psi-,is reached, allow at least 2 nunutes for the air temperature to stabilize, adding only the amount of air required to maintain pressure. 3. After the 2 minute period,disconnect the air supply. 4. When the pressure deceases to 3.5 psi(or as required due to groundwater), start stopwatch. Determine the time in seconds required for the internal air pressure to reach 2.5 psi-. If this time exceeds the required time, the test is successful. ACCEPTANTCE: The tested sewer section shall be considered acceptable when tested as described herein if the section tinder test dces not loose air at a rate greater than 0.0015 efm per square foot of internal sever surface. Inspection Report ALLIED ENGINEERING � SERVICES, INC_ 45G 3T TC� Project No.: Date: S-l g_c)3 Day: M&Kbk�K Page I of7►_ Inspector: X 2-E Project Name: QAc—tE--z— 1—t �S (P/f Time Arrive On-Site: 8 : 3o A*--\ Time eft Site: S:/S PNI Weather ��e eSunny, Cloudy, Rainy, Snowy, Windy, 5 High/Low Temp. er Description 85(� Equipment on Site (description, hrs. operated) Crew on-ite a - (=> PS 3 —Gas 13A-z ;'- w-AA Notes -TIE141D �b�r c'iiR.-lie -v � ' spector Date Date'5"-/8-1--* Page o2 of JV Notes Continued A11 c.t�iL'�+✓urn �1�� o-sL �/if i �,c�t�i� -� �si_:¢l+ 3 _ i J - - L • e� - - T 33 tom( o`+��. `S!Z_ �1,�Ct�d�-e a.�d-i.-.�. �Cis�r�-vrox7 �L` —C9 03 � �;�I�'•t . !35 I .9' NeAX klYbss�c 3yfi�-� B ,r3 3 7 ql . LIZ- �J� g'� G�-� v�/'� Co-f/a� G4�5a i4-►�E" Allied Engineering Services,Inc. Date g — Page of_;r Notes Continued • , 7;-- 1/6ja .a7 sz rf�t3/3yta��c-s3"- 98. 3,o fly Q 35 $I 1I 3;- yGg7. 67 C ?_3.5 -r-63 )1 ,NO G g7. 5� t �a Cv'� kjvK 3 5452 ' as4y5 /l, H9 V6F7. 50 Isla " DTP Ym 35-t7 1/. 5g yG$7• q( 35t� //• 6�1 �/G-07, 33 1L 1a" 1:;* WIA +cam 99 ' ;1+ 3'{+73 I/,8 YG S7•l5 1 r�'' t��P L4 P1 12 3Kt5� !�S D5 ' _ ol if 56,9F iE: l2" "_L -j-=— a1 H CV- 71 3 y�-�a 1��� 5S 3 3-t q D 7 y )z r,2 %W p t.,rr•\ 33 t 7 i y,0 6 sfa 70 / ra"3-�w vAwE, o'o� i91 d 73 • Allied Engl?zeering Services, Inc. 0 Density of Soil In-Place 3 iscovery Drive Bozeman, MT 59718 By Nuclear Methods EZ a,ALLIED Phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: &A 2_ ME4,Lx%,.r, p/,/ j7 Proctor Density (pco: y7, S Pcl= Project Number: ;y/,01 I Required Compaction (%): 97 Date Tested: g - Jg_p3 Tester: Kt&,a Optimum Moisture (%): Daily Function Test(on calibrated test stand on concrete slab) A-770 < Cl1i� L-662 Nuke Serial # 1, ',2�dL Standard Standard Standard Difference Tolerance OK? Contact Count 1 SD { 1661 1 1532 1 1720 1 - 3( +'or-300 Moisture Count l 3, 243.3 1 151.8 1 1055 I 11, +or-40 Test Number: Location: a uESr-r—_rA-►J LAlNE �--- Elevation or Lift: Dry Density(pcf): y3.73 i % Compaction: 7745- Meet Specification? Moisture Content(%): Comments: Test Number: Z Location: o2J +'- C Elevation or Lift: 1 • Dry Density(pcf): 14-11 % Compaction: 16.o.5 / Meet Specification? h1 Moisture Content(%): Comments: "--c— PA—,SC5� 9, t Pc Test Number: —3 Location: ab Elevation or Lift: Dry Density(pcf): / ,_,p Pcp' % Compaction: , 95 Meet Specification? Moisture Content(%): Comments: Test Number. Location: pj -- Elevation or Lift: Dry Density(pcf): �3,8 pc>= % Compaction: / Meet Specification? Moisture Content(%): Comments: Test Number: Location: 1 + -b Elevation or Lift: Dry Density(pcf): 7. — % Compaction: /. Meet Specification? ly Moisture Content(%): Comments: . Page of nor, Date Project Manager, Date Reviewed By, Date Density of Soil In-Place Aiscovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: B I _hCvjL&vJ py_ �, Proctor Density (pco: ILt7, z3 pc,� Project Number: 6/- / Required Compaction (%): 9 7 X Date Tested: V-/Y -03 Tester:iced Optimum Moisture (%): Daily Function Test(on calibrated test stand on concrete slab) A-770 cnc23 > L-662 Nuke Serial # L - 029� Standard Standard Standard Difference Tolerance OK? Contact Count 5� ( 1661 1532 1720 —� +or-300 Moisture Count /(3, 243.3 151.8 1055 t//, +or-40 Test Number: Location: f 7f a �uC_ Elevation or Lift: Dry Density(pcf): % Compaction: q&_S ' Meet Specification? Moisture Content{%): Comments: Test Number: Location: / +S-z) &aWE5�,-7— z_-W ' /*5 Elevation or Lift: • Dry Density(pcf): / a,7 % Compaction: 6 g 1 Meet Specification? Moisture Content(%): Comments: f'.4s�A Test Number: S' Location: / A75p � Elevation or Lift: Dry Density(pcf): % Compaction: , p ' Meet Specification? Moisture Content(%): Comments: Test Number: Location: -t—SO u. 7— i� P Elevation or Lift: Dry Density(pcf): / 3, S / = %Compaction: 3 / Meet Specification? Moisture Content(%): Comments: Test Number: /b Location: j 3Elevation or or Lift: / Dry Density(pcf): 3 f:O�- % Compaction: 9g,g /, Meet Specification? Moisture Content(%): Comments: • %%�� G� ' A �/��3 Page_,S_of nspector, Dates Project Manager, Date Reviewed By, Date .Density of Soil to-Place 32 Discovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 . ASTM D-5195 SERVICES. INC. Project:. 8 � ,� /LIEA ,,yc� �,gr y. Proctor Density (pcf): S'7, S P� Project Number: ©� -a /, o / Required Compaction (%); Date Tested: Tester: Optimum Moisture _— Daily Function Test(on calibrated test stand on concrete slab) A-770 � L-662 Nuke Serial # L - ,2�j ;. Standard Standard Standard Difference Tolerance OK? Contact Count 1 1661 1532 1720 1 —3.r +or-300 Moisture Count 3, 243.3 151.8 1055 +//, (� +or-40 k Test Number: J/ Location: l02-v,5rQ eiptrEE>T GAlJe PfvqJ►-- Elevation or Lift: I Dry Density(pcf): g pc,C- % Compaction: q 7, S % Meet Specification? Moisture Content(%}: Comments: Test Number: /2 Location: I/ -f-,Sd E_ Elevation or Lift: Dry Density(pcf): . 3 Pry= % Compaction: -7, / Meet Specification? • Moisture Content(%): Comments: Test Number: / Location: /o7-5r,-> Elevation or Lift: I Dry Density(pcf): IN,Compaction: 9 7, 7 Z. Meet Specification? Y Moisture Content Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): %Compaction: Meet Specification? Moisture Content Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%}: Comments: �J� Page of�_ �_1 e /ep z- ;; ��l Ems- � iIfIrspector, Date Project Manager, Date Reviewed By, Date Date -,Fsr_/ qr_oJ Page `7 of_7 Notes Continued 3 7 f 6'7 1;2 " L=P ">'l 37 o ba �/GgS, v 1 ice" ASP gr 7, yxwvc- 3�� . 9 c,'a,55 3� 3 o y6 9,7, 9 t 7," 79' T6 0�cK2a s%�P ti7o�,1-3 3S ffv 5 LF ��9 7. 70 , O3 j i y� �� a 6,F / b;r-I' !'" 5/*'t 2 Mom . — a- L�9iJE r ��6u�►.( / E • Allied En'ineeritz Services, Inc. Inspection Report ALLIED ENGINEERING SEFZVICES, INC. 85 Gr- # Z - Project No.: o/-2VI o / Date: Day: 7-f ee,R- Ey`t y Page_�ofJ� Inspector: K-4• C . Project Name: 64,x767_alE�- 4,J S 0/4 -) Time Arrive On-Site: S : 3c> Time Left Site: Weather �' Sunny, Cloudy, Rainy, Snowy, Windy, 9G�5a ' High/Low Temp. Other Description BSGT Equipment on Site (description, hrs. operated) C14-� Crew on Site s 3?-rzn-/ ! - wr-` Notes Ewx�- s 7--,4, Ll w-,-oa g:3 0 — /�}ivLuKo�vim- �- �'a �-•-� � .r�G' ��c�.�� �.,.�. � .vCe�.u�•e, �-.w � v�4 .�9-tsl 5 ,�,xe�—� -c��.c.e . Cam- ayc � ��a-- •t /ucl67 - o:oo S � - AV sc� 39f nspector Date • Date Page of Notes Continued B ;e -- z 2a'c,� 49rf, F sax Y/. -7& 3s-t-so V(�- �. %ce �.,%(. ci s a �— arm I - 'd`rdp , Lap s67� 8f S B D 4A3 Cr,,ao=� (71 ,c� - — 044 ,44 S A� Allied Engineering Services,Inc. • Date P/K--3 Page_3 of r5" Motes Continued _ I • yo - 0 /S-o3 � YS - - � 72 s rzn— G — Allred Eno ineerin;Services, Inc. Date - —d Pale VOf Notes Continued T 1 �5 - v: �E5 C- a, IU y bo, YLj Ads 6 afoa� If'705,5y o 41 li? of 31 I 5� qG I • °► I 3 � 77 1 y, qo c5" ly, 7 �'6 26. 77 )F- 1;2" 1�p wry. 39 q y,90 .3z r2 " LT P wry 02 s 9t-05 15,5b �y� �.a (`z, rz"J�oP w+�t R+Bo 15, 7r �y�-W-77 112, _ 702, a- _jam 3. 7 �S= Re4,e O �ga51 ra . l,-�9.s� 3g+5o •5� 3�t/s la . � `a //�g9,a9 Ire /z, i(�) 37.79 /3• azvvM 71 q70 _ ? I� �7rt�l 12, 35 y�8g. $� I � ,,;2 37 D c. 3. 7`1 l g-/y�o3 Allied Encineerin,Services, Inc. • Densityof Soil In-Place 34liscovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: ltl6oqLe,a5 Proctor Density (pcfl:/t/7 5 Project Number: o/-ay/,o I Required Compaction (%): 9 J/ Date Tested: Tester: Optimum Moisture (%): nr A Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 L-662 Nuke Serial # �I 77d Standard Standard Standard Difference Tolerance OK? Contact Count /(o �/S 1661 1532 1720 —/3 +or-3001 Moisture Count 243.3 151.8 1055 +or-40 Test Number: Location: Epp GlLSo�JE Elevation or Lift: Dry Density(pcf): / g per" % Compaction: , E X Meet Specification? Moisture Content(%): Comments: �tiAU �oGL q Test Number: Location: Elevation or Lift: � Dry Density(pco: /ya. 0 % Compaction: ��, � / Meet Specification? N Moisture Content(%): Comments: lt_ N Test Number: 3 Location: fVCE Elevation or Lift: Dry Density(pcf):1411,p, 5 f.1G/ % Compaction: L/ / Meet Specification? Moisture Content(%): Comments: Test Number: Location: p y Sp 6 H4. 5T- Elevation or Lift: Dry Density(pcf): / Y5,3 %Compaction: 9 F,S- / Meet Specification? ` Moisture Content(%): Comments: Test Number: Location: //�a .�A-e__ S7— Elevation or Lift: Dry Density(pcf): / (, % Compaction: �4, `/ '/, Meet Specification? Moisture Content(%): Comments: Page of I spector, Date Project Manager, Date Reviewed By, Date Inspection Report ALLIED ENGINEERING i SEFZ\/ICES, INC_ �-T LL Project No.: ,1 -ay/, o/ Date: g-t3 03 Day: wE,�€se,4 y Page / of Inspector: ,L . R-.E . Project Name: or�� Time Arrive On-Site: Time Left Site: Weather o . Sunny, Cloudy, Rainy, Snowy, Windy, /3° High/Low Temp. Other Description * Equipment on Site (description, hrs. operated) U �AdxU- Crew on-Si e ;ram —b•- Y- � —o P Notes '' 5 Y 5 t� O .54AR-1— c. 9 . • 9/30 I spector Date i 31-0_/i !�• r �J �` /'MO! • / / - / mg, / AIL • /�_. �' RIM i II /- =PL / %r M MOM F-VAMIM � I � I i► I+ Dated =,13--ev'3 Page _3 of Notes Continued q 70 q6 97,13 c� :. + 9 49.Ll 5 a !r_ r tl- writ �lI476 15, a6 H& 57 Ilia" �P F �&, . 7 It 1� 2' C� y�f azjq,75 116 a, o J Z i12 o wM J , 5 9a, as (F ra " W v 3 PJA4e- roP &F cua� s r-z)p yot;7G I 33 yG9a . 50 l� 1a"x$" � yo-- 47 1 .3! y6 12, -7r-:P wM 4 ,o Allied En-in eerin Services, Inc. Densit of Soil In-Place 3241scovery Drive y l� Bozeman, MT 59718 By Nuclear Methods ALLIED phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: �} g ,�5 Proctor Density (pco: /3 q PcF Project Number: Required Compaction (%): ?- Date Tested: 8-)3-c3 Tester:,K S,F Optimum Moisture (%): -g- Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 L-662 Nuke Serial # A- '726.1 Standard Standard Standard Difference Tolerance OK? Contact Count /(o57 1661 1532 1 1720 1— a +'or-300 X Moisture Count 2(D 1,5 243.3 151.8 1 1055 4 /$, � +or-40 Test Number: Location: '/,Sta5 LA-1VE SuAV,F5� Elevation or Lift: Dry Density(pcf): f 3 ,(fl pC.= % Compaction: 13 Meet Specification? Moisture Content(%): Comments: Test Number: a Location: y5►75 L3A C Sum Elevation or Lift: • Dry Density(pcf): /3;�,g % Compaction: °f^) , ( Meet Specification? Moisture Content(%): Comments: Test Number: 3 Location: 5aC. . Elevation or Lift: Dry Density(pcf): /3/- ! p % Compaction: 7, $ / Meet Specification? Moisture Content(%): Comments: Test Number: Location: </-7+;2 Elevation or Lift: Dry Density(pcf): ,2 ,5 pe_.,P- % Compaction: Meet Specification? Moisture Content(%): . Comments: Test Number: v Location: JTYz9,D .4 64#oviF S6, Elevation or Lift: Dry Density(pcf): lap,�{ /'G %Compaction: 9 Meet Specification? Moisture Content(%): Comments: Page of nspector, Date Project Manager, Date Reviewed By, Date Inspection Report ALLIED ENGINEERING SERVICES, INC_ Project No.: of -;,,it • of Date: 8-/z-d3 Day: 7-u esdAX Page__of�_ Inspector: K . P. E. Project Name: 84X7iEge- /qEAN&ws LAgA► - Z-) Time Arrive On-Site: g :c5oAm Time Left Site: y:=KD PM Weather JC Sunny, Cloudy, Rainy, Snowy, Windy, 93�j ' High/Low Temp. Other Description _ Bs G Equipment on Site (description, hrs. operated) VOL-V6 UoW o l-- Crew un SI-M, Ta-�D COO 2 - oP5 Notes g.•o o — ,�Inrw�a.� � .��J� ..�.�-a��f�� ��SGr ��,e_ b.o.�.t i•,o ,� l.CC! w y�•rt�-Y+'�- Spector Date Moir �- IF PM� _ �i i� � � .!�— - �i i��-• i � Lei l _�� • //_ice/n//t _� .�' _L�.��� - // �� f - Date o,�; Page_ of 7 Notes Continued Z--- L): bps C- y 705.f .9 3 7 LE y" AV sT� .4- 35 • • A ieri£ngineerin,Services, Inc. Densityof Soil Inglace 3 iscovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) s82-0221 ENGINEERING Fax (406) 582-5770 . ASTM D-5195 SERVICES, INC. Project: bAX7-F_/L- Proctor Density (pcfl: //5 Pow Project Number: Required Compaction (%): R 55 Date Tested: g -/a -oa Tester: ,pE Optimum Moisture (%): /o Daily Function Test (on calibrated test stand on concrete slab) L-292 L-662 Nuke Serial # p-77O Standard Standard Standard Difference Tolerance OK? Contact Count 16 y3 1661 1532 1 1720 —/g +'or-300. Moisture Count al-1• 243.3 151.8 1 1055 1 +or-40 Test Number: Location: BA S5 Ate- C Elevation or Lift: a Dry Density(pcf): 3 pGF %Compaction: 17, Z, Meet Specification? Moisture Content(%): J�,, 7 %. Comments: Test Number: Location: yp -t-00 Elevation or Lift: 9i Dry Density(pcf): 3, ;- pc4c7- % Compaction: , y ' Meet Specification? • Moisture Content Comments: Test Number: 3 Location: i SS Elevation or Lift: Dry Density(pco: �aZoZ,S PGA % Compaction: o g Y. Meet Specification? Moisture Content Comments: Test Number: t/ Location: -/tea bAX7E- - 55 C� Elevation or Lift: a t� Dry Density(pcf): ( /41. P per— % Compaction: 9 g ' Meet Specification? Moisture Content Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Page EY of_Z Mspector, Date Project Manager, Date Reviewed By, Date Densityof Soil A- lace3*iscovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 • ASTM D-5195 SERVICES, INC. Project: Proctor Density (pco: Project Number: Required Compaction (%): Date Tested: g-1,2 _a3 Tester:�g7 Optimum Moisture Daily Function Test(on calibrated test stand on concrete slab) 770 L-292 L-662 Nuke Serial # f}-770 Standard Standard Standard Difference Tolerance OK? Contact Count 1661 1 1532 J 1720 1— +'or-300 Moisture CountX F 055 -� �, / +or-40 Test Number: Location: /,5" /O �QUe571=7- 67 C�,4lt E Elevation or Lift: AC_ Dry Density(pcf): lib.9 Fc-F %Compaction: QJ,(o Meet Specification? Moisture Content(%): / Comments: Test Number: ;L Location: /5t 70G[ 5✓ Elevation or Lift: Dry Density(pcf): t-3 , 7 ?4:4cf % Compaction: f S,( / Meet Specification? Moisture Content(%): 3,6 Comments: Test Number: 3 Location: g t 30 Eei�LcE-yT- Elevation or Lift: �-At Dry Density(pcf): Pam" % Compaction: /66, (j / Meet Specification? Moisture Content(%): % Comments: Test Number: Location: /6 7440 e�2&C-5.17— SE Elevation or Lift: � (_ Dry Density(pcf): / 9 P-e-� % Compaction: 3 ' Meet Specification? Moisture Content(%): Comments: Test Number: 5 Location: a Elevation or Lift: Dry Density(pcf): 13 7, 1 PGF- % Compaction: 06, F Meet Specification? Moisture Content(%): �3 y Comments: Page �- of�! �( 06/.z Dom. . �spector, Date Project Manager, Date Reviewed By, Date 32 Discovery Drive Density of Soil In Place El W 13SBozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: ; /'1 psis Proctor Density (pcfl: Project Number: p - /,d Required Compaction Date Tested: $ -/a -p Tester: Optimum Moisture Daily Function Test (on calibrated test stand on concrete slab) A-77 L-292 L-662 Nuke Serial # f} - !2 Standard Standard Standard Difference Tolerance OK? Contact Count 1 3 1661 1 1532 1 1720 1 —�g I +or-300 Moisture Count I 243.3 I 151.8 1055 t / +or-40 Test Number: Location: /S+/U C r p-c,,,,,r Elevation or Lift: F:z'W 'ti Dry Density(pcf): 37, S PCP- %Compaction: / S / Meet Specification? Moisture Content(%): Al, Comments: Test Number: Location: /g-f-70 Elevation or Lift: Dry Density(pcf): 1311, -7 f-jc:- %Compaction: /pa. /, Meet Specification? ' Moisture Content(%): Comments: Test Number: g Location: Elevation or Lift: Dry Density(pcf): j 7, 3 %Compaction: 3 / Meet Specification? ` Moisture Content(%): 5 p Comments: Test Number: Location: J Q E�yglI ;T" &Rsop 4e 4 Elevation or Lift: Dry Density(pcf): / 8 (�F" % Compaction: /0 y, 2 / Meet Specification? Moisture Content Comments: Test Number: /0 Location: ? -t- O Qvlt a� Elevation or Lift: c. Dry Density(pcf): J 30, S Fc11-- %Compaction: 9/o_ a�/ Meet Specification? Moisture Content(%): 3, 7"/, Comments: Page_& of:— Ins ector, Date Project Manager, Date Reviewed By, Date 11 Densit of Soil InRlace 3 iscovery Drive y U *— Bozeman, MT 59718 By Nuclear Methods = '-_a ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: Nj6�-q-p&-tAiS Proctor Density (pcf): j3& PGA Project Number: p o( Required Compaction Date Tested: Tester: —Optimum Moisture Daily Function Test (on calibrated test stand on concrete slab) L-292 L-662 Nuke Serial # A-270 Standard Standard Standard Difference Tolerance OK? Contact Count 1661 11532 1720 1 -/ s' +or-300 Moisture Count o?(9, y 243.3 151.8 1055 f a�p,( +or-40 Test Number: Location: QpLAV>7— B� E- Elevation or Lift: GZN A-4-- Dry Density(pcf): I 3S,g p, � % Compaction: o�2 , o '/, Meet Specification? Moisture Content(%): , Comments: Test Number: f R- Location: oZ I-f--7Z> Elevation or Lift: F7-27�� Dry Density(pcf): /YO. Q,_. Pl—F- %Compaction: /d3, f , Meet Specification? • Moisture Content(%): Comments: Test Number: (3 Location: cPA t 3 D &15�t575;7— & Elevation or Lift: Crz�C_ Dry Density(pco: /3&. Y PcF" % Compaction: /pp, / Meet Specification? Moisture Content(%): Comments: Test Number: /4f Location: Elevation or Lift: Dry Density(pcf): /3 P % Compaction: pa , ( '/ Meet Specification? Moisture Content(%): , D Comments: Test Number: / Location: ;;z -f p +G5 Elevation or Lift: Dry Density(pcf): % Compaction: )Da, ; Meet Specification? Moisture Content(%): Comments: Page_,7 of Spector, Date Project Manager, Date Reviewed By, Date Inspection Report S ALLIED ENGINEERING SERVICES, INC. Project No.: D 1- {I ( Date: F<-JJ-o 3 Day: Page ---�-of_ 3— Inspector: &P2 . Project Name: g4-XTEr,e_ ME--4-L& S pis& X> Time Arrive On-Site: ©eft Time Left-Site: S:oo P/" Weather Sunny, Cloudy, Rainy, Snowy, Windy, ?a High/Low Temp. Other Description ,6 sG, Equipment on Site (description, hrs. operated) (--4�T- a3 S c- hL ymvo /�- �69--h. � - EX 30o ff�� yc Iro k sc,� Crew on Site - oP Sr�R�- s�t1 '• 39 t3Y AAX77aV— ss Notes 65i� sit: o f 5y R-r A,4W7'F=�s5 Spector Date L i / JA F - �- L _ Till . _� SNOW / • I / / _ r r � r Date Page 3 of 3 p V Notes Continued I T C-- -L), 1�E-�5 C- o-f oa • W 7b3, a S 3Sf 58C.cry —� 13,G3 -16sy,GS 1g: N"P�c s uj�e 39+3S JE5 . 38 y6,57. qo 10 57 SS w 39+y5 5s'G�� 1 O 79 ! g �� $8. l� a P vc 39f91 �� y 1y70 y� s� . 5s P�� ss )a o. 2?.,/ y'-' �vc� ss a f 37, / P — 1 'f'�Pv c- sOFAvizE o 5�_ lS, 7/ _ y( lFc/.G1 g" P\) ss • yo 70 I l 5,5� 4/Gg7. 70 i7 g" PLlc- 5-S 15, 33 S 1T- S"puG, 5S /// PVc sEn-V.u� M" yCJt �s�n. / 15. a-1- 028 yO 1 8 "Pv c. .5S G�PP� . 9ilietlEnaineerin;Services, Inc. Inspection Report MMY • ALLIED ENGINEERING SERVICES, INC_ Project No.: C21-2 .01 Date: '6'19 03 Day:Sour o. Page ( of 3 Inspector: R,C�'o Project Name: _13aXle�c ` Neo.}�qoS Time Arrive On-Site: 5:q,5 Time Left Site: y : 15 Weather `, Sunny, Cloudy, Rainy, Snowy, Windy, Y High/Low Temp. Other Description Equipment on Site (description, hrs. operated) r ?5 �?C�' C UUr Vo f uo M Z) �-i,t�.Q Aga uc-3t7`l s VQfud Crew on Site -1-0 ZZ + Z L a'lt'-� - Notes ea,� LaN\.p S.¢ n'N . Way ki rod o\r' wt.Ci K i 3 74- 90 W" 5.e LP— ® 37-L&L YIILc. on%c'. /0,00 q„ 5. na 374:�1. V"\ L- s ►3S C, 5 ',A -4 d-t, v t A..I I ige— -k,-,o-;-f- 4- 4-t3 Sexc�'c�2 5 pe"c- i v-' v r8'ev- A-o 56`_ 5-cr was py 5(0 KL ICAO,�• ll:�O �Ylr�.►n � �� C W os- 'I SQxuk e my. ,A b44at,L (a� is oy,- 2'3-9-Lo-�, 6-rir' lows _ gh/0 • Inspector Date < • Date -,O'l Page Z- of 3 Notes Continued v-\ t w r f +r\�u ►-eel 5j c �,- w e a x i 4-g-,, S9+-V(D r.n CtL,. ram. k& Allied Engineering Services,Inc. • Notes Cont.8-9-03 Baxter Lane Sewer Page 3 of Grade/Elevation Data Station BS (+) HI FS (-) Elevation Description 38+00 4.66 4700,92 4696.26 50' off set C.L. Road 38+50 2.45 4700.92 4698.47 50' off set C.L. Road 38+00 13.78 4686.47 Invert 8" sewer 38+00 11.66 0.7 Slope % 37+61 12.26 4688.32 Invert 4" sewer service end 38+50 3.09 4701.56 4698.47 50' off set C.L. Road 39+50 1.54 4701.54 4700 50' off set C.L. Road 38+68 14 4686.89 Invert out manhole BX 1 38+68 13.81 4687.08 Invert in east BX 1 38+07 12.85 4688.71 Invert 4" sewer service end 39+50 2.29 4702.29 4700 50'off set C.L. Road 39+00 14.21 4687.41 Invert 8" sewer(Baxter) 39+00 1.03125 Slope % 38+53 12 46V8.1-1 N" Stxu(C,2 2 • • • Inspec�on Report i ff VMMIL r�-r=,, ALLIED ENGINEERING SERVICES, INC. Project No.: 01— Zqf.ol Date: if Ns o3 Day: r a Page t of 3 Inspector: 9c o Project Name: Time Arrive On-Site: Time Left Site: Weather Sunny, Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Description Equipment on Site (description, hrs. operated) 85+c— k Z3 <- Lk"k-e'.C\"; vok vo Coy lac Crew on Site bS �� Z Notes M 14 F o`n rem c�sov� •1--v�at'� Soh o-v�. IZ'I eie�ti�PN' �I'I.�• g1'3o T©CX S1� yv' WeA .°I /� S+�t 3 �`�c-P.r 1-�i 4,y_c, to ld:W Inspector Date Date F F 03 9 Page ;-7 of Notes Continued • - s 3 :Eq 3 - 1 30 �'` 6,0"'er- 1 i 1,oe a v,t b,,—k&ek 4-c-�- S"34 36+-97 e y 4- (5�- syrn Ln,k S y Aoi!G+, by� V10 �q CLtI«r)�q to,e � 6-* st".,1 6, C-N O .6" 6�IC. .Jj R L P P ✓ 11 i���. Z" r,c.i!) a w%oW w--A-- Z I tr P c'Pr`v 2e y, O-n� 64-A�,AA 4-0 3 7 4-oc7 sr v�o. 3 15 O �-e 3: 30 '\V,\ J-tA� ! v)VVU 37 4- -�o 1-01. VV\O,�'IC,1 .01L5 rboa� o.ss 4�Cy--( 11 _ C,rem C It 1, «� �i • Allied Engineering Services,Inc. • Notes Cont. 8-8-03 Ferguson/Baxter Lane Sewer Page -3 of--3: Grade/Elevation Data Station BS (+) HI FS (-) Elevation Description 36+48 3.65 4698.44 4694.79 40' offset MH FG11 10+00 12.18 4685.26 Invert in south MH FG 11 9+43 11.66 4685.78 Invert 12" Sewer(Ferguson) 0.9122807 Slope % 9+00 11.31 4686.13 Invert 12" Sewer End Cap (Ferguson) 9+00 4686.26 Design invert 12" end cap 0.81395349 Slope % 0.8877551 Slope % (manhole to end cap) 36+48 3.78 4698.57 4694.79 40' offset MH FG11 36+48 12.51 4685.39 Invert in east MH FG 11 37+00 12.13 4685.77 Invert 8"sewer(Baxter) 0.73076923 Slope % 37+50 3.6 4698.97 4695.37 50'off set C.L. Road 38+00 2.72 4698.98 4696.26 50' off set C.L. Road 37+50 12.19 4686.12 Invert 8" sewer(Baxter) 0.7 Slope % 37+08 11.02 4687.96 Invert 4" sewer service end • i • Inspection Report S ALLIED ENGINEERING SERVICES, INC. Project No.: Date: 'd '7 b Day: Page of Z Inspector: ►Z(`_p Project Name: (3o,� N\'O��5 Time Arrive On-Site: lttOD 2=1,!;- Time Left Site: 3:S 0 Weather Sunny, Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Description Equipment on Site (description,hrs. operated) Crew on Site Notes 2-'/5- O v\ S r 4=e J:g;� Cl"ac y- 54W4N" 1 1`�P t'D _ _,� rs-v-, "5 O Y-. 9& G .6 0 70 s/1� .'V\A c'4:.6e In c'n"--S�n� Y-ek� C9,- Sl- 4- o �o a!4 z O wI c�. Date Inspector i i • Notes Cont. 8-7-03 Ferguson Sewer Page 2 of 2 Grade/Elevation Data Station BS (+) HI FS (-) Elevation Description 36+48 3.9 4698.69 4694.79 40' offset MH FG11 10+00 13.53 4685.16 Invert out MH FG11 10+00 4685.18 Design invert out MH FG11 10+00 13.3 4685.39 Invert in east MH FG11 10+00 4685.45 Design invert in east MH FG11 10+00 13.49 4685.2 Invert in south MH FG 11 10+00 4685.28 Design invert in south MH FG 11 • Inspecbon Report ALLIED ENGINEERING SERVICES, INC_ -T Project No.: _�y/, os Date: 8- -03 Day: Page—1-0f Inspector: IL ,f—.E Project Name: Bo, - � Time Arrive On-Site: /o.'3c Time Left Site: Weather Sunny, /�" Cloudy, Rainy, Snowy, Windy, �O High/Low Temp. Other Description G,4N�Gi1_3 Equipment on Site escription, firs. operated) Crew-on Site 3 �-t55 Notes z • I spector Date Date Page_2 of Notes Continued 42 G+�+-e--s+.1a-� �.s�' w•Pi,� e.rru.-,-�sG ,�� ,�,-,.,r- Q - �rl�� - -� a 0 / 7 5R r o Allied Engineering Services,Inc. 32 Discovery Drive Density of Soil In-Place Bozeman, MT 59718 • By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: Proctor Density (pcf): 1311 Project Number: o/-ay/, 05 Required Compaction Date Tested: Tester:,4_xr_C- Optimum Moisture (%): x g Daily Function Test(on calibrated test stand on concrete slab) A770 L-292 L-662 Nuke Serial T%6 Standard Standard Standard Difference Tolerance OK? Contact Count /(! y 1661 1532 1720 — / +or-300 Moisture Count 3/, 5 243.3 1 151.8 1055 - 1,5 +or-40 �! Test Number: Location: Elevation or Lift: 52 LT�i Dry Density(pcf): n? PGA % Compaction: 9 ) V. Meet Specification? Moisture Content(%): Comments: w g-c-- Test Number: � Location: �L2G Elevation or Lift: ;z^= Dry Density(pcl): P' % Compaction: 9 / Meet Specification? Moisture Content(%): Test Number: j Location: Elevation or Lift: - — Dry Density(pct7: a7- % Compaction: 5, Meet Specification? Moisture Content(%): / Comments: Test Number: Location: Tc ? ( z>- Elevation or Lift: ?i Dry Density(pcf): / O P6,c:- % Compaction: S, 5 Meet Specification? Moisture Content(%): 7,pAl % Comments: Test Number: S Location: SNT6;'-^2 of i AAA Elevation or Lift: a N Dry Density(pcf : l 5. 7 F % Compaction: �, B ' Meet Specification? Moisture Content(%): -7/ / • Comments: W_Ge_ ;o - 7 '— Page__of 4pi�or, Date Project Manager, Date Reviewed By, Date Density of Soil In-Place 32 Discovery Drive AZ =FAMl Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: /�xzL j,-_ Proctor Density (pcO: 3 Project Number: oi_ayios Required Compaction Date Tested: g-y-o3 Tester:Y-R-E' Optimum Moisture (%): g/ Daily Function Test(on calibrated test stand on concrete slab) L-292 L-662 Nuke Serial # A- 7�D Standard Standard. Standard Difference Tolerance OK? Contact Count 16 /7 1 1661 1 1532 1720 _ 2P +or-300 Moisture Count a 3/.g 243.3 151.8 1055 -�/ +or-40 Test Number: Location: T7- o Elevation or Lift: Dry Density(pcf): !�o?, 8 % Compaction: �J, / Meet Specification? Moisture Content Comments: Test Number: 7 Location: =N �r ��:�z n ,= 7,mil=1Gl�E� �,r� Z4— Elevation or Lift: �- Dry Density(pcf): ) (o, P44= % Compaction: /.5 / Meet Specification? Moisture Content Comments: Test Number: 8 Location: Elevation or Lift: / Dry Density(pcf): /3,�, f-i % Compaction: %. Meet Specification? Moisture Content(%): Lo Comments: Test Number: Location: ,2�j Elevation or Lift: Dry Density(pcf): /a/, a %Compaction: Meet Specification? /v Moisture Content(%): / Comments: Test Number: /o Location: Elevation or Lift: _-Z Dry Density(pcf): /20, O GJ= %Compaction: FS '/, Meet Specification? /1,J Moisture Content(%): 7 /. • Comments: Page of spector, Date Project Manager, Date Reviewed By, Date Inspection Report GE ALLIED ENGINEERING SERVICES, INC_ Project No.: o i -L4 i.o c Date: � 3 I o - Day: T++i�S Page / of if Inspector: .T/v► Project Name: -t,rr, 0-/,�Twoe �S Time Arrive On-Site: /a ;cgcD Time Left Site: Weather ✓Sunny, Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Description Equipment on Site (description, hrs. operated) X Z S�i"IPiN C, T�4C (cS S^^o c r.✓ Crew on Site C P t5a"-T0IZ 3. L.4So•� Notes w/�-S i.y S y�.=i� / c i✓T- D i✓ c x i��G i o -L B�4-c%v�i c_� c c . %O Ei E- % e, T/r 8 c-c 2 9" B t L. .ems T'a r o� �.,4 mac.. Gain!f'6+ � T� o �./ �it/ i i✓ i�2 ic�� /�LOO.�- .� c%B 62�4.c�� y,ii4 S iN5✓�/= r c ♦ c.�� T- cm T/L_ i dam_ �I-T7- AJG G O M Ooq G T'!o o J .� / 1.SLR P S /�c GpN��-�'1 c To ti i•°+�� i f, s its. o o i 7 f .21:� Inspector Date Date Page Z of Notes Continued d &-- C P.4 cTia.-✓ G cow 7o G its a✓c OG T 2� S i c.Zi fir=S✓c--T s �✓ " — ��45-_c �l o -./ L� G; O c`c N C/V G, Allied Engineering Services,Inc. • i. Density of Soil In-Place /W 32 Discovery Drive B Bozeman,.MT.59718 • y Nuclear Methods ALLIED Phone (406).582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 C,E F{%./I C:F-'-3, INCH. Project: e/-2 4 1 . k Proctor Density (pcf): / 34- Project Number: Required Compaction (%): 7S Date Tested: :!�/s Tester: 7-.,, Optimum Moisture (%): .5f,-:t Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 L-662 Nuke Serial # 4- Z-'9-2- Standard Standard Standard Difference Tolerance OK? Contact Count 41 el_Z_ 1661 1532 1 1720 1 5-0 +Or-300 Moisture Count K_ 3 243.3 151.8 1055 +or-40 Test Number: Location: Elevation or Lift: 7— 4—,,-F7— Dry Density(pcf): /3 .(. / %Compaction: 6 '1 Meet Specification? Moisture Content ,Comments: Test Number: Z__ Location: _s I ,L + • Elevation or Lift: f, 5 e-- i­ Dry Density(pcf):iZ 0 . S % Compaction: 2- Meet Specification? Li Moisture Content 4 - o ,Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): %Compaction: 2_ F Meet Specification? Moisture Content ,Comments: Test Number: Location: -!;,q M .F- Elevation or Lift: Dry Density(pcf): Z o 9 %Compaction: �;'e_ Meet Specification? Moisture Content ,Comments: Test Number: Location: S 4 Elevation or Lift: Dry Density(pcf): % Compaction: g. 6 Meet Specification? Moisture Content(%): 4- ,Comments: Page 3 of 4 Ins eor, ate Project Manager, Date Reviewed By, Date e -D 11IA jw"I, 32.Discovery Drive Density of Soil In-Place a :1 JMAI B11111X/ Bozeman, MT. 59718 By Nuclear Methods ALLIED Phone (406). 582-0221 ENGINEERING Fax(406) 582-5770 ASTM D-5195 SI-P-1/1CF-S INC. Project: 6A -,_TzF,,L_ Proctor Density (pcf): vli Project Number: o t - z_A Required Compaction Date Tested: �Z3 k Tester: -T-e— Optimum Moisture Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 L-662 Nuke Serial # Standard Standard Standard Difference Tolerance OK? Contact Count 16 ,82— 1661 1532 1720 SU +or-300 Moisture Count / 6 :5 243.3 151.8 1055 2-1 + or-40 ✓ Test Number: t Location: L_ Elevation or Lift: 4��4C>,_S 7- c,,-z e;-,b c Dry Density(pcf): 5-4p> %Compaction: Meet Specification? Moisture Content ,Comments: Test Number: 2_ Location: 15�yrv5t, • Elevation or Lift: Dry Density(pcf): /00. %Compaction: Meet Specification? Moisture Content 0:�j ,Comments: Test Number: Location: 1 j Elevation or Lift: u1yc_>,f Dry Density(pcf): %Compaction: Meet Specification? Moisture Content ,Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): %Compaction: Meet Specification? Moisture Content ,Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): %Compaction: Meet Specification? Moisture Content ,Comments: • Page + of ln# tor, Date Project Manager, Date Reviewed By, Date 32 Discovery Drive Concrete Test Cylinder Bozeman,MT 59718 ALLIED Phone(406)582-0221 Report ENGINEERING Fax(406)582-5770 SERVICES.ING. ASTM C--339 6" X 12" Cylinder Project: `3A,� "EPQCD,cAS Project Number: Ol - 2-41 .01 Date Tested: —02Bi o Tester: Client: Contractor: _ZTL Concrete Supplier: Specifications: 14c (027,?0 Strength: Aos�D psi at 28 days Slump: 4, Air: %} Cement Content: Water: Admixture KL' ls Other: Field Data: n /� Structure&Location: �QI��STeiP� - CCU C1u TT_et_ Time Batched: Batched: p o Time Placed: 10 Air Temp: 900 F Mix Temp: �� F No.Cubic Yards: Field Changes in:Mix: *lump: 3f 4 in Air Content: 4.11 % Cement Brand&Type: Weight of Clean Dry Air Meter: Ibs No.of Cylinders Taken: Weight of Air Meter+Wet Concrete: Volume of Air Meter: cubic feet Weight of Wet Concrete: Ibss- Wet Unit Weight of Concrete: pcf y Curing Method(cylinders): 6 I` S }{�7-� I LA-1-F, Comments: Lab Test Data: Label Each Cylinder with: Proj.#,Proj.Name,Date,Time Cast,Placement Location,&Tester's Initials Cylinder Average Area Weight Age Date Total Load Type # Diameter in2 (Ibs) Tested Tested Load (psi) Break (off'4 .0Z 28. -7 614 u b Soo 3580 M-5 4 , 02 28'.Y7 �3%I5 2.5 8125 1 500 5-7/e, 2Z 8l zs o 561(6 Map of Concrete Placement Location: LT• Reviewed By: Inspection Report ALLIED ENGINEERING SER\/ICES, INC. Project No.: of- ?Yl, ® ( Date: 7-2Y-C3 Day: Page of 3 Inspector: X �C— Project Name: Time Arrive On-Site: '3o Time Left Site: : �AVLJ Weather - Sunny, Cloudy, Rainy, Snowy, Windy, 95769 e High/Low Temp. Other Description Equipmen on i e escription, hrs. operated) Crew 7n� ��� • T�1 s� Notes L /o e a rPs�C.� Inspector Date • Date z=2 f Page -Z of 3 Notes Continued • _ _ IV ( _ r ` C � l� 3 l /� ��v�-B��'G- -- ��u��r��i✓Zt}ic16 /�ft�7 fd d3-r� 7s a A.) (p7� L,F G�-�� G- - L.RsSo !G fro ro /t-tag ifs tn�PT it7o O N Allied ngineering Services,Inc. • • 32 Discovery Drive Concrete Test Cylinder Phone (40)5 59715 ALLIED Phone(406)SS2-0221 Report ENGINEERING Fax(406)5S2-5770 SERVICES, INC. • ASTM C-39 6" X 12" Cylinder Project: ,� Project Number: p _ o( Date Tested: 7— cf o3 Tester: K RE ! Client: �yh— 5V�o�. Contractor: Concrete Supplier: Specifications: Strength: � psi at o2$ days Slump: '-MAX Air: Cement Content: — --_ - Water: Admixture Other: Field Data: Structure &Location: NE)XTh sa� 6F �4ui<s �_ S-279r �5-7-�o Time Batched: �. 50f�/� Time Placed: /O : mCD �4 _ Air Temp: SO ' F Mix Temp: 'E o _F No. Cubic Yards:jo trF CO # \ Field Changes in Mix: AT Slump: b -5 f7 in Air Content:_ % Cement Brand&Type: Weight of Clean Dry Air Meter: Ibs No. of Cylinders Taken: if Weight of Air Meter+Wet Concrete: Volume of Air Meter: cubic feet Weight of Wet Concrete: Ibs Wet Unit Weight of Concrete: pcf Curing Method (cylinders): ��,� 2q IfA- Comments: Lab Test Data: Label Each Cylinder with: Proj.r, Proj. Name, Date, Time Cast, Placement Location, &Tester's Initials Cylinder Average Area ! Weight I Age I Date I Total I Load (Type # Diameter in2 (Ibs) Tested Tested Load ! (psi) (Break Cp2A 16.oz5 ! 2e.sk 2B.16 1 -T Its Ao&-.�- Z6 ! 8 I !09, 15 (2—C !(..02--7S- ! 28.S3 ' 28.83 1 2-8 I &2 !� ,coo 151 Zv S Map of Concrete Placement Location: LA-!V E- OW �G < Inspection Report , t, ALLIED ENGINEERING SERVICES, INC. Project No.: c9.5 Date: 7-,23-03 Day: Page of Inspector: 'JG. Project Name: f Zne Time Arrive On-Site: Time Left Site: a :38 P/Nt Weather Sunny, Cloudy, Rainy, Snowy; Windy, 8' High/Low Temp. Other Description Equipment on Site (description,hrs. operated) 7 7'2l t EIGS I•SzN�Le: Crew on Site Notes • - 0 — 'Intfector Date Date?23 Page of Notes Continued ll� 5 • ez / Coe,-Bs. J 15a L-�— corm. �u 3 Gam:�-— t 5;:eTIIO- -CPJ'Me� ����l� .� Allied Engineering Services,Inc. 32 Discovery Drive Concrete Test Cylinder Bozeman,MT 59718 ALLIED Phone(406)582-0221 • Report ENGINEERING Fax(406)582-5770 SERVICES,INC. ASTM C-39 6" X 12" Cylinder Project: d Project Number: O — �, D ( Date Tested: � -� — a Tester: �- Client: Contractor: Concrete Supplier: —� Specifications: Strength: vc-lls� psi at days Slump: SAX Air: G _ Cement Content: Water: Admixture P Other: Field Data: c r Structure&Location: CC1/Z6 5 ci,aC7� Time Batched: Time Placed: yJ : y5 A.441 v Air Temp: S F Mix Temp: v'3 F No. Cubic Yards: O 0 ield Changes in:Mix: TQNCj~. 1f71(o Slump: 02 . in .Air Content: % Cement Brand &Type: Weight of Clean Dry Air Meter: Ibs No. of Cylinders Taken: L Weight of Air Meter+Wet Concrete: Volume of Air Meter: cubic feet Weight of Wet Concrete: Ibs Wet Unit Weight of Concrete: pcf Curing Method(cylinders): Comments: Lab Test Data: Label Each Cylinder with: Proj.#, Proj. Name, Date,Time Cast, Placement Location, &Tester's Initials Cylinder Average Area Weight Age Date Total Load Type # Diameter inz (Ibs) Tested Tested Load (psi) Break 5-� A 2.8.s t 29.o® 77/3a 118,o,� 14t-o 5AWL 51 6 ("Os 28.Sto 2`l. 2-1 P2-13 154k-so 59 C- ,ozs 282 S1 29 . 12 a-1&-" aka o 154,o� 54 oo C S Map of Concrete Placement Location: L � 5.4n1PL�. • ffi 32 Discovery Drive Concrete Test Cylinder Bozeman,MT 59718 ALLIED Phone(406)582-0221 Report ENGINEERING Fax(406)582-5770 SERVICES, INC. ASTM C-39 6" X 12" Cylinder Project: a4,✓ /Li�u� - Project Number: /-�2 /.O� Date Tested: 7•z3 o Tester: G /ems Client: 5 ��Vo Contractor: Concrete Supplier: XCEUYo�f JVo$Le Specifications: Strength: - psi at 0 Z' days Slump: y J Air: P101ViE-- Cement Content: Water: Admixture r j p tiJ E7 Other: Field Data: Structure&Location: Time Batched: Time Placed: Air Temp: F Mix Temp: g zj F No. Cubic Yards: /Q Field Changes in Mix: lump: Z;, 50 in Air Content: 41• a ) % Cement Brand &Type: Weight of Clean Dry Air Meter: --tbs No. of Cylinders Taken: Weight of Air Meter+Wet Concrete: Volume of Air Meter: cubic feet Weight of Wet Concrete: Ibs Wet Unit Weight of Concrete: pcf Curing Method (cylinders): F� Zny::. &O_ Comments: T � 5�7-7- 7-;,�• Lab Test Data: Label Each Cylinder with: Proj.#, Proj. Name, Date, Time Cast, Placement Location, &Tester's Initials Cylinder Average Area Weight Age Date Total I Load Type # Diameter in2 (Ibs) Tested I Tested Load (psi) (Break �L.o2'7S 1 28. 53 126•(oa -7 �jc I a&coo 1 SOeo s Coo f5 (o.a225 2a.49 I Z8.-li o-�-9 g2o I Ilb I c>)( Ao4(D 26.49 128,(0b a S' I s� I wl Soo 141 2-o I SHGMZ \ Map of Concrete Placement Location: I Inspection Report F � I • ALLIED ENGINEERING SERVICES, INC_ ProjectNo.: D -��/, v( Date: 7 1,e -fl3 Day:iyL� Page ( of Inspector: Project Name: gAC _/yr.�5 P .z) Time Arrive On-Site: W'Do A.M Time Left Site: rF:oo PM Weather Sunny, Cloudy, y _Snowy, Rain , Sno Windy, 5-7� High/Low Temp. Other Description Equipment on Site (description, hrs. operated) E Gc-- ,<<oz-:- T4w ►/'GLtI O (�4e- 7-D���'y !�i9�Y/��- �Ge).21.E S��'D7� i?dZC�� Crew on Site - op 5v : ot7s 5 �ou�sr- �,.► a s.A. Notes �z ,JdZe725 r .�` O• CitP,w I Spector Date MEMO v ' s i � lWaS �I vWNW IMEEMOM iFAM Date 71 Paue 3 of 3 Notes Continued -r ^ C-- ✓, DEsC- y�V.3.5 AFL Ay ��7.-Q) • 6 9�/. '29 G f 00 7.3 yG ?/ 93 M-/Ec�-/01 SNMP ,6C- G 7;2- o II-7 g Nlr Jr7. VE, lz d a5 ,9a GT7 39 Iz /,;Z s-stN 0 7.a3 g7. of le- 15"f<GP sL of 55,-5 7,W /5 s-L DfG3,5 7,33 • 0-tW.5 7, 37 CGS(• 92 ),F-1,5A PG{ aq 75,5 IF- F�✓-:s P��fl I Allied Engineering Services, Inc. Inspection Report t ALLIED ENGINEERING a SEFZ\/ICES, INC. Project No.: ��_a y�, o� Date: 7/D-a3 Day:L& e t.+t Page _�_of_� Inspector: Project Name: B6g, M54h&AY5 PlAaE z) Time Arrive On-Site: 9;pp Atl Time Left Site: 1� oo PM Weather Sunny, Cloudy, Rainy, Snowy, Windy, �3` High/Low Temp. Other Description Equipment on Site (description, hrs. operated) �6 Zi✓•o 2� �(/DLJo f�P7� �rG ze-A�L6-,12— Crew on Site 3 -of'S N c�uTys Notes 7Z! ` " `� e s% ZnW wnzc'z a��1,rr- - 10, !�—Ca.LAe • �/o_03 ns�or Date • Date_ —/o-00 Page a of Notes Continued " —G 0 • Allied Engineering Services,Inc. Inspection Report f l} • ALLIED ENGINEERING SERVICES, INC. Project No.: Q/-ay/,o Date: 7-?--3 Day: WE Ac-sw- y Page / of � Inspector: Project Name: �_ -M 5 (PFfx z) Time Arrive On-Site: R :do%1- Time Left Site: 5 ©o pn Weather Sunny, Cloudy, Rainy, Snowy, Windy, 55 High/Low Temp. Other Description Equipment on Site (description, hrs. operated) Crew on Site /4'5 sus44s� o s ,p�►�igvs' JA) 011 �} -t O sit nspector Date Date —A Page_ j of 2, Notes Continued lop SRI u� IV r 7�h-rs e�Y (� ov-T Pao Q duTz -- su, E�xrEs �Ilied,Engqlneering Services,Inc. Inspection Report ALLIED ENGINEERING SERVICES, INC. l Project No.: 6i-a.y/. or Date: -g-o3 Day: 7z�,E�7- bd,y Page__�__of_-�s Inspector: K•2. . Project Name: x- mks Time Arrive On-Site: g:t>o," Time Left Site: pNl Weather 8i° Sunny,_� Cloudy, Rainy, Snowy, Windy, a° High/Low Temp. Other Description 135Gr Equipmeri n Grip ion, operated) CA-6—/,g-7-7 iS zt�59 � S ev Gr b Crew on ite s � '3 -oP5 l - LftB . D s� : a7tod � �TS�ls� Notes 3 al c�! - T G �.� sr Date Date —0- Page �2- of 3 Notes Continued • ;2, t oa at rl o-I Gytt�i r3.r�2�Lr .�I /ZG�Gt _ OF • �� ' 3 Allied Engineering Services,Inc. Density ace of Soil In-Place 34liscovery Drive _ Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 • ASTM D-5195 SERVICES. INC. Project: jeAy7 u PN a.`', Proctor Density (pcq: 13y Project Number: o _ a y/ o Required Compaction (%): • , Date Tested: Tester:!-g-4c- Optimum Moisture Daily Function Test(on calibrated test stand on concrete slab) A-770 L-662 Nuke Serial # _ off-- Standard Standard Standard Difference Tolerance OK? Contact Count 57 1 1661 1532 1 1720 — / 7 +or-300 X Moisture Count J a,p1 243.3 151.8 1 1055 1 q/p.a. +or-40 Test Number: Location: a2(O-f-a5 du. , >j NF 57a6647:5E Elevation or Lift: Dry Density(pcf): %Compaction: ,3 / Meet Specification? Moisture Content(%): Comments: Test Number: ,? Location: =)la-t 75 � .lc s°�:' ��aJ rrr4e�i✓' >« Elevation or Lift: ( • Dry Density(pcq: ),3f>. 3 P--� % Compaction: 7, a% Meet Specification? Moisture Content(%): 5. 2 Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): %Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): %Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Page, of _ • pectcr, Date Project Manager, Date Reviewed By, Date Inspection Report ! ,x i f ; w ALLIED ENGINEERING SERVICES, INC_ Project No.: 6/-aq/,o ( Date: 7- 7—e�>3 Day: Page ( of 3 Inspector: K. 2. E . / Project Name: Time Arrive On-Site: 9:cocA-PL( Time Left Site: 57 ao Pam( Weather gp Sunny, Cloudy, Rainy, Snowy, Windy, 5/° High/Low Temp. Other Description Equipment on Site (description,hrs. operated) Crew on Site 5r�-57`t : 025-�05 E�au�- suaBs�E �(ota5 ��� suBs� Notes " nnssp_ector Date Date _ _d Page Hof Notes Continued �o.e 3 � Sr'74 �5 O • ` S Fir �4 ��y4-ma's �'LNTYS Sys,-7 Allied Engineering Services,Inc. Density of Soil In-Place 32 Discovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (4,,0,�6^) 5582-5770 ASTM D-5195 SERVICES. INC. suBGf�' C Pyi-9-0 Project: m AO- Ly,p-x,- (p .E-:. Proctor Density (pcfl: /p5 ft�c /34.1/e,c- Project Number:of-ay ,01 ` Required Compaction (%): Date Tested: 7-7-03 Tester: xp-6 Optimum Moisture (%): Daily Function Test(on calibrated test stand on concrete slab) A-770 93 L-662 Nuke Serial # Standard Standard Standard Difference Tolerance OK? Contact Count 1511 1661 1 1532 1720 +or-300 Moisture Count gd• ► 243.3 1 151.8 1055 t K, I +or-40 X Test Number: Location: a55 t 5D EGzu��:pt+�1 SLale �n=� Elevation or Lift: -1 Dry Density(pcf): /,0 a pe_F % Compaction: �//�, Meet Specification? Moisture Content(%): 19 Comments: Test Number: .2- Location: �(o t30 E' Az �i Sly . • Elevation or Lift: 1 Dry Density(pcf): 131. 1 pe,,o=- %Compaction: S, / '/, Meet Specification? Moisture Content(%): Comments: Test Number: 3 Location: 027t5p Elevation or Lift: Dry Density(pcf): % Compaction: /pa, a, ' Meet Specification? � Moisture Content Comments: Test Number: Location: 5 t5dQ!/�� �✓ll su Elevation or Lift: Dry Density(pcf): _ 7}Z- — % Compaction: �j g/, Meet Specification? Moisture Content(%): Comments: Test Number: Location: 26 d,90 Elevation or Lift: Dry Density(pcf): 3 �=F" %Compaction: q ,0 % Meet Specification? Moisture Content(%): Comments: • Page_3 of_K pector, Date Project Manager, Date Reviewed By, Date Inspection Report f ALLIED ENGINEERING SERVICES, INC. Project No.: Date: 7- 3 -03 Day: Th aA--'D.4-,y Page_) of -Z Inspector: J6'PLE Project Name: b - Time Arrive On-Site: Time Left Site: /,2 ; oo art Weather S`Y _ K Sunny, Cloudy, Rainy, Snowy, Windy, 55 m High/Low Temp. Other Description �G-r Sy�E Equipment on Site (description, hrs. operated) a� E-xG�✓.n � At- 9-4�7� �I� s✓�do�tf 6�u�f� Crew-on SiL / lcns is- o Ps wt> c� r r y's T� 2 s'7�45�-s :644— Ra;;41� Ira Notes aw� t A M- � pector Date Date 7 3 Page a of Notes Continued 9 •3b — s � - zt— / G • �2—r dam. -�r�-L�s,� ,C�, r�..,�.r,���=� is • Z'-� — _ � J QA r 7 -� c98 s � 917 7 C/ F--2--k" ROE� 722 ,4ed Engineering Services,Inc. Inspection Report ALLIED ENGINEERING $5� SERVICES, INC. Project No.: Date: -,2 -03 Day: wC `/ Page of e2 Inspector: /C•K-E. Project Name: aAg� Hkszss ( W�ik7si Z� Time Arrive On-Site: g;Asa Time Left Site: j :oO PM Weather Sunny, Cloudy, Rainy, Snowy, Windy, �3' High/Low Temp. Other Descri tion J 3 -6 3 ,4_e4� 0+5- Equipment on Site (description, hrs. operated) C,�1 Crew on Site ` J • _ To 1� �TL R-�-A c�� a -o PS Notes Y � q: -2 - -2�4_ SSG- ez� _ - - • -2 -o nspector� Date Date -.2 -oZ ` Page - of -. Notes Continued IF ).1- oo — a-�-- �G .,fit c.le:l� scc L.. 44ZI ©,/c z - 6-0 s a t�. Pete Cam-dQo��.f - -r /Iffs io i l w-;.C1� - .-- fG-.�.ffa�,C e�/1 �►�ar,��av�--a�m..e i�ayno�..-�J �_�e��� r,� -1 7- 3 -07 .• �:my o ,2 y% �4tJr�- S5 S•5 G� P��ar�/ S�� 5���� - Sa-u,if����y Allied Engineering Services,Inc. Inspection Report =UAL, ALLIED ENGINEERING SERVICES, INC. Project No.: Date: 7—/ Day: -jzae�t,,*y Page r of .2 Inspector: X . Project Name: f49/z_ Time Arrive On-Site: 7."/G Time Le Site: Weather Sunny, Cloudy, Rainy, Snowy, Windy, So o High/Low Temp. Other Description Equipment on Site (description, hrs. operated) C'- .23 5 C- 641r` 0-0b5V Ate€ 1� 7''1i bG•� �/3 S�? T/ C D— 6..2-7 3 s--~ V DL-yo Crew on Site • �� TTL Rom C�r� t - E-443�oP iatSo 0As7;7 Notes + ►� srst'.l�fN�f �$ — sv: g� _ <� 7.-YS— A 0� - nspector Date Date -7 Page of Notes Continued 9;4e- rfie xe �Lil.ti�s'Das cs�.� ..,.s..,l �~�lic.-�.-Lw,✓1 c%1�:t�G�' .�/1�.�2— �►'t�Gsc.C� LI r 317 GY l �'M�U S G,tccSFfE� � C�c�f� — 8 S✓. cm Z% Allied Engineering Services,Inc. Inspection Report mm ALLIED ENGINEERING SER\/ICES, INC. o( -zy/, o7 ProjectNo.: 01-Ay/,o( Date: - 3o -o3 Day: Hgtj)�4y Page l off Inspector: K.,e-.E. Project Name:RAXI-F�(L/y� 9uts Af � Time Arrive On-Site: 7 5o 6N Time Left Site: S: PM Weather - Sunny, I Cloudy, Rainy, Snowy, Windy, 153 High/Low Temp. Other Description 6s Cam- s�E Equipment on Site (description, s. operated) Crew on Site"') ��xa� tbE 3 ci fE � 70-66 • -,-� -�� C► M a _ Notes 7' so 10 kP PIZ spector Date • Dated- 3,o—Cl4 Page_ z of_ 2 Notes Continued -cti 3 02 er - oD — Olez �A i �- A! ed Engineering Services,Inc. Inspection Report ~ ALLIED ENGINEERING / SERVICES, INC. �5C7� Project No.: o/-,21//,o I Date: ,27>3 Day:LFq 4� Page ( of 3 Inspector: i-'.A-E-- Project Name: MXPEg.,AA 5 (�f�-/- Time Arrive On-Site: g:d0A,- ( Time Left Site: 3 3a PM Weather Tq° Sunny, Cloudy, Rainy, Snowy, Windy, 171. 7" High/Low Temp. Other Description Equipment on Site (description, hrs. operated) Ertl'�o GG hoc &YVAr, 8V PIS Crew on on Site • -7� �= —57-A-: !c1-F- /5 FE2. �. /� vF s;4e 57AV-� s7tt : .5d•-/5 F£ZB:/VE 51L Notes 51L / .. . nspector Date Date-6 z - Page of 3 Notes Continued J►• OD -- mac_ �S� ��� ,,m - �-:�_� �,.,�.. at.e�� �`-.-�-,�,.�.. o���.�...�.;,�. -2�=....e- //�� '� L� fir,/��.' m•--.�.��.ttr �'./.,�.,o-y,� G�_.;-� \ ,gin �a �u.,�-•�, a ' � Bsafter �, - /-K:?s C� sr- 1 .� -( iglu-/-etA �,t�t�- 1..2.I�C�t/ u.,l� YXb7,�`�O [ �� -� 1 S�YL L ►..,/� G% A'llied Engineering Services,Inc. Date ,27—C Page 3 of 3 N�z��r ��uS�J �_. Notes Continued + I L I F::_5 — t.j A✓=5C_- 30 y7�•sl �, sra5 10. 36 �lG9D• 5 1 S �fi 33 2 3 D ;4 (SJ�> 5 y o,a 41&9o. a7 to. 17 44je, 3 t 15''12c/' 5L 5�5-7 l o. l I Y6In PF i io.os 5 73 tfG90,5� l� r5�, 9.93 • 2 7-03 Al ied Fn-'in eering Services, Inc. Inspection Report • ALLIED ENGINEERING Q / SERVICES, INC. Project No.: o/-A Y1,o/ Date: -,v, -03 Day: Page Hof 3 Inspector: /C,,2,E7 Project Name: Time Arrive On-Site: Time Left Site: Weather 77 6 _zL,_ Sunny, Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Description Equipment on Site (description, hrs. operated) Crew on Site Z-G.1ss �'�-sP�+ �/5t-Go ����•�� iw€-• s-�, sv�,n�—spa- ; /Zf� ��G�so�►.�r+nr� �-H�B�ts� /G-F(b f--Z x5,N IN57.su s Notes s : /a r�s �€r�� �✓� su m 4-4 nspector Date . Date G -a.,—&)30 Page Z of 3 Notes Continued 2 ;6D- mac_ l3r-Cr c�e/1�.� - �.v ,.,/ ��pr 7 Cee �..Ja.c�., /-1.,ram u.�,.f �-!L�%✓�-.u. f�-�.-•tO y�-.-=..L.� , ,_- V e� 6 'oa e35Lz l�r ��a ;:! s t� 1 ti. � � -a7- 7-'ems 24 r �'S k�TYs 537. D -555_5 SY loo� Allied Engineering Services,Inc. Density of Soil In-Place AWW fyVEM 32 Discovery Drive . Bozeman, MT 59718 By Nuclear Methods ALLIED phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, 1"C- Project: X - �� / ,��.. roctor Density (pcf):Project Number:Number: Aequired Compaction (%): Date Tested: /, -26, _d3 Tester: ,--,e_j-_ Optimum Moisture Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 L-662 Nuke Serial # A , Standard Standard Standard Difference Tolerance OK? Contact Count 1661 1 1532 1 1720 +or-300 B Moisture Count 243.3 151.8 1055 +or-40 Test Number: Location: (t a O �(d�t5a e� R c SGlt36A Elevation or Lift: Dry Density(pcf): 3, PCO= %Compaction: JQ/, g Meet Specification? Moisture Content(%): Comments: Test Number: bL Location: /(-a-5PD . Elevation or Lift: f Dry Density(pco: J 30,U 0cIc— % Compaction: 17.0 Meet Specification? Moisture Content(%): , / Comments: Test Number: 3 Location: /,V.-/ b d Elevation or Lift: Dry Density(pcf): %Compaction: 1, 5/. Meet Specification? Moisture Content Comments: Test Number: Location: Elevation or Lift: Dry Density(pcfl: % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): %Compaction: Meet Specification? Moisture Content(%): Comments: Page 3 of In pector, Date Project Manager, Date Reviewed By, Date Inspection Report ALLIED ENGINEERING SERVICES, INC. g5f�- Project No.: of o ( Date: -a5-03 Day: Page/of Inspector: K.K-.E . / Project Name: MA! Z� ��S Pi/t►s�Z� Time Arrive On-Site: cz,:oo^-r%1 Time Left Site: 57,oo Pw( Weather PA-Rr-rr/ �y° u Sunny, X Cloudy, Rainy, Snowy, Windy, `f 1 High/Low Temp. Other Description Equipment on Site (description, hrs. operated) Q .9G A/W 9/3 50-1. Crew on Site S `5�Y /S d ,Prr�onr�C Sum ��sv : /5f� { fa+usory sKB>iA��Notes J • �25 03 I spector Date • Date Page_,g- of 3 Notes Continued • I ;� - � 85G1- - - leul- - AS # . a-s�- al ��e�-sue. ��O= ubc�... 2 ,! .�•-�e.2 �' � l/ no - mac. 4�U AVE- ay 'ws-6 VOV Ex0 F5*� - � i� fain 5 � • �-- s 63 A lied Engineering Services,Inc. 0 Density of Soil In-Place 32 Discovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: v .jt M �a S / Proctor Density (pc�: 341 Qom' Project Number: p/-�y/, o ( Required Compaction (%): 75X Date Tested: :� -2,5 -83 Tester:g.4.E-.Optimum Moisture (%): g '/, Daily Function Test(on calibrated test stand on concrete slab) L-292 L-662 Nuke Serial # M1�2 Standard Standard Standard Difference Tolerance OK? Contact Count 1661 1532 1720 —33 +or-300 Moisture Count243.3 151.8 1055 - +or-40 Test Number: Location: AVE- Elevation or Lift: Dry Density(pcf): %Compaction: pa. q /, Meet Specification? Moisture Content(%): Al. $ - Comments: Test Number: Location: 5uaA5,E7 • Elevation or Lift: Dry Density(pcf): j 3 3- pc.F %Compaction: � /, Meet Specification? Moisture Content(%): y, i Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): %Compaction: Meet Specification? Moisture Content(%): • Comments: Page_Z-7 of ector, Date Project Manager, Date Reviewed By, Date Inspection Report ALLIED D ENGINEERING SERVICES, INC. 65 6r Proj ect No.: of-a N 1.o Date: -,2 y-03 Day: 7a qt57.PA Y Page ( of 3 Inspector: 1� �•E. Project Name: 84xrE7z-- Time Arrive On-Site: 5?. ooAM Time Left Site: -5 Weather 57` Sunny,-2V Cloudy, fKRainy, Snowy, Windy, �y ° High/Low Temp. Other Description Equipment on Site (description, hrs. operated) -4'aa Crew on Site ,T 3 -4.4-85 �OPS 3 —oP.s AVE— suA44-s;= �-�✓D s : l5-+�6d ;.,,,,,,, Notes w f 5. ., —�3 Y Spector Date Date 6-a --t,55" Page P-- of a Notes Continued • O - �� _ 12AZIII �a•4/5 ash ,, ZOO er- A PQ A,e1 1 endZ=� � g5 5 sue% GLy�'N� 6E�� Allied Engineering Services,Inc. Density of Soil In-Place 32 Discovery Drive mm B Nuclear Methods Bozeman, MT 59718 y ALLIED Phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: Xr z Proctor Density (pcq: 6 Project Number: Required Compaction (%): 7,5 - Date Tested: G-a3 -03 Tester:/<',p_,E,Optimum Moisture (%): g/ Daily Function Test(on calibrated test stand on concrete slab) A-770 'C!� L-662 Nuke Serial # _ �. Standard Standard Standard Difference Tolerance OK? Contact Count 1661 1532 1720 +or-300 Moisture Count L243.3 151.8 1055 +or-40 Test Number: Location: /y�Do E�u��tJ AUE, Elevation or Lift: Dry Density(pcf): (gr,3 PGr- %Compaction: JOt,-7 / Meet Specification? ly Moisture Content(%): p Comments: Test Number: Location: -l+5D F-z5W&15;,q/0 /SUE . Elevation or Lift: - Su86A5E Dry Density(pcf): 133, 7 64_�� %Compaction: '71, s / Meet Specification? Moisture Content(%): Comments: Test Number: S Location: 75 tvD Fr:�_'6uSnfJ Ave Elevation or Lift: I - SuL Dry Density(pcf): )3�J, per' %Compaction: oo, y Meet Specification? Moisture Content(%): Comments: Test Number: Location: )O-f5o wE-13- lore_�_ Elevation or Lift: I-5�8BR5� Dry Density(pcf): 1 3O. 1 per- % Compaction: 2 7, 7 /, Meet Specification? � Moisture Content(%): Comments: Test Number: -5 Location: /D t a o Y�Es7'�AGLE Y Elevation or Lift: - Sud8A5� Dry Density(pcf): / D %Compaction: '2$, D 7, Meet Specification? Moisture Content(%): S, Comments: _ Page 3 of Insl5ector, Date Project Manager, Date Reviewed By, Date Inspection Report ALLIED ENGINEERING / SERVICES, INC_ �S(M Project No.: p�-�y/moo( Date: -,23-03 Day: MoNLvr y Page__(__of_ L Inspector: Project Name: gAxr� lve;, s r� Time Arrive On-Site: 7. y5 Aft Time Left Site: 3 : ©o p/"l Weather �y� X Sunny,_,Z Cloudy, Rainy, Snowy, Windy, /39 o High/Low Temp. Other Description Equipment on Site (description, hrs. operated) R - Crew on Site a�_s c.AAjc— wM Notes -za 9:e0- � -f 3a Ir Date p Date Page �2— of Notes Continued jV I-V 264f>psi 30 - 3 ant • Allied Engineering Services,Inc. Inspection Report ALLIED D ENGINEERING SERVICES, INC. 6 sGr Project No.: of-,;LY(. o / Date: -03 Day: Page ( of_y� Inspector: K. f-,E7 . Project Name: Time Arrive On-Site: 7. y5,4,,? Time Left Site: a: 32> Weather 7a/ / Sunny, Cloudy, r Rainy, Snowy, Windy, `�y High/Low Temp. Other Description nz=PF-- c� A.O q-6- c,¢ E ui ment on Site (description, hrs. operated) Crew on Site PEE ' �yOA c .2 — A T suB/J�vG Notes Av-r-- sum 4-522 w •-a�y� .ems- �,� �� �-r�-- �-r�. �Z G �� �.�=2c�+- T�i ;zo 03 l3-ta5. . Inspector Date • Date -,2,,o Page 0--off Notes Continued 2*L wy' ao CA ;b n��l4 + - --� sG ! t 90 ��.� ry�r r„r�eP10 A 1029 gee 0 "'1 _ d .2-5 t--F 3 ' AJ.-r�b O-V--/LUN Sa.B — lge�pK- 5-�;, /yo Lg- aI ZEF,70 ey Pxr aaN .5a 'Sow- 17. 5'w,rb ZE �- -d Allied Engineering Services,Inc. • of Soil In-Place AiscoveryDrive Density ace Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: ME r ►s ,yew Proctor Density (pcf): 13 Project Number: o d Required Compaction (%): qs - , Date Tested: 6 -10-D3 Tester:/Gg_,S Optimum Moisture (%): g Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 L 66 Nuke Serial # L —�(p,2 Standard Standard Standard Difference Tolerance OK? Contact Count /7 /$ 1661 1 1532 1 1720 1 o-v2. +or-300 X Moisture Count l o 77 243.3 151.8 1 1055 ;Z3 d +or-40 Test Number: Location: 7,pe-, S -� Elevation or Lift: Dry Density(pcf): /, :9, S Pe-P- %Compaction: Meet Specification? ly Moisture Content(%): Comments: Test Number: p2 Location: ���fU5d7t� �q-UG'- 5ue'�Bi� Elevation or Lift: Dry Density(pcf): 1�2 , 3 �c� %Compaction: 'JS 7 -/, Meet Specification? Moisture Content(%): Comments: Test Number: Location: ( � f Z� FiPGC�Sa i4,JE sy . Elevation or Lift: Dry Density(pcf): 3p _ 7per- %Compaction: ��. S' Meet Specification? Moisture Content(%): 5. 3 Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): %Compaction: Meet Specification? Moisture Content(%): Comments: / Page _of Ip pector, Date Project Manager, Date Reviewed By, Date Inspection Report w ALLIED ENGINEERING SER\/ICES, INC- Pr oject No.: D 1-zy 1 1 Date: b I►y�o3 Day: 't' S Page I of� Inspector: KC-0 Project Name: Y30xke� Time Arrive On-Site: �.30 Time Left Site: Weather Sunny, Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Description Equipment on Site (description, hrs. operated) C a� Loa�eac �e.ane_ t�y.e�.r� CQ� G I101 vo l..00�r G. C4 U L �' �•-� 5c ac-r� V�esC ('�w'r G•-��'e� I�£v�- 1 �c�-�,t i--rurlk� - Ow,cal[ L U -4 Do,Zest' I 9,,Ww,°`�?ZO R -%,<- 5%�he�- Crew on Site Ac-7 + sue+: 171-54TV 'Mzuus k 0 4- S �� 5�•. R 3->`t o Bosom s—. sur��+s� Notes 7 �. �S-to'� �-r to..yi y� �i�P,.,,,� c9-�c-�•-icy\ i P 5-}� z,i.C�, j�'��- t�i-E'`� �7•03 �� rytoisfyy P=3• °lv r�i oew-sc c 7-7 'S r xJ n v� �J '� rP�J Gl t V`Q INS K .Cti Ja kc t'- a� �SCg CAP ram„ : -s P ses a;_r 4! I +o /q f-7 S Puy �-� w�,��� �,�v_ c�,�.� lfr�_j cNPw will !Vi-ov . Mois�vra Coa{S yvwc,6 be4,el Inspector Date Date 6q103 Page 7- of 3 Notes Continued 0 WT{� R.v►li� S.r��-e,Q�. �s 1�,sc•�� �.� w�-a�e�P, Csry.s���,u�1i.fi�e�, Z r 3 • �� 5 1 L�-� U(�� o u o l y f z cD. C,,,,(, 1 r!�, ltn -':C , 's C J.?6- 1 3 h �- '�av�Q �crr- k-41I. �c� L 3�rj O Tiw� i 4- Lo }-A� �-CXS� vet sic�L`tS s2� Cy- t 3-ra-S Allied Engineering Services,Inc. Density of Soil In-Place 32 Discovery Drive By Nuclear Methods Bozeman, MT 59718 ALLIED Phone (406) 582-0221 ENGINEERING ASTM D-5195 Fax f4061582-5770 SERVICES, INC. Project: . � Proctor Density (pcfl: 3 Project Number: Required Compaction (%): fr�� 5- Date Tested: Tester: 2� Optimum Moisture Daily Function Test (on calibrated test stand on concrete slab A-770 L-292 L§6 Nuke Serial# L, (0 2 Standard Standard Standard Difference Tolerance OK? Contact Count L6 1661 1532 1720 1S +or-300 Moisture Count /014 S 243.3 151.8 1055 /b +or-40 Test Number: Location: (:, 4--()0 Elevation or Lift: Dry Densi : I Z 7. 3 %Compaction:ct64i77 Meet S ecification? Moisture Content Comments: Q�- Test Number: Z Location: ( k5L, • Elevation or Lift: -Z— Dry Densit l. %Com action: 5s I Meet Specification? Moisture Content Comments: r' I I�J0. 1 era Test Number: Location: S Se Elevation or Lift: Dry Density Z; %Com action: S",7 Meet Specification? Moisture Content % : UT Comments: Test Number: CJ Location: / -4. 0 - (® Elevation or Lift: Z Dry Densit (pc : (33 1% %Com action C/.J..W-G Meet Specification? Moisture Content %): Comments: Test Number: Location: 5- b- e Elevation or Lift: / Dry Density( c : %Com action: 00• Meet Specification? Moisture Content % : Comments: Page^3 of Inspector, Date T Project Manager, Date Reviewed By, Date _Z re E37.7 �L�C ✓ �{ �p mor5�0 ( DZ, 7 (,°o �aL�i'o►'� Inspection Report Fr ALLIED ENGINEERING SERVICES, INC. Project No.: of-Ayy.0 ( Date: -/8-03 Day:►n1ELA1F-.b+Y Page-1—of '2 Inspector: K.A.F Project Name: Time Arrive On-Site: Time Left Site: ) Weather �g Sunny, Cloudy, Rainy, Snowy, Windy, 59° High/Low Temp. Other Description P.LPE R Equipment on Site (description, hrs. operated) L z' D F'P'� l id I ,z 3 CAT— !7i-'E A­') /3�A-G G3c.��l3 �a���'o�Cz�� UoL ud 2a-c� T�ticG✓L Cre on 57�-h 57t: /7V 5; &5; - 5 T 5''l.6B15E moo BZr -57. Notes r � r 3 Ins ector Date • Date ,:;� Page - of '2—. Notes Continued ALI- �l �y.r,.�e1f�/ /LiL�.�.�, rFw o ./Y12ba-•x�.�i D1r3.2p OLili-.+7+9 r c 3 z:vo � �e� �s� 1��-4 I6i-7o �� �{•3 wtccs��r�y gsdz�� �hr.��d-ioh W 7.3 3: 50 �s1 Ly-CM�^� �t�i$�n c�Y� P Z c�f�� 4-d> 116 f �oC� a h �oGr� l�� .5G /� �l`C— �•-2�� 7itXawn.S� -"fesT 1CLlhte*{�•1,�`] SPo '1-ICJV� Tc��C"(Y'u '1th94 /-}• wa'.�_-mot Geo �rl� (P6 C` � ) 1 1f0- (` b T �� j3t.[ ' lou�ar- Nu l-e. Wt,�- !��- ('-eckA-�yA V'& 5 v(�o tr2 u3tit�-Q�r r ►�J�^f x`Q- '1^1n(S 1 �- V-OL 6,15 g GG. G !i-14i Z n `i i S cLrr CoWpp&s av\ (`�)C�C-)L�J y.ri 1� C U van P 020'1 S L_� .33!,✓Sbr-- Ay 3 O.TT-kuN Sa6&115L• o?Ob L_/= l U�h'�•1�� �9-�_ g�i //OI> GEfl—Gfz2� — f��?'C-- �T SLl,Br3,�4�T� 5'So !� [7•Sir� Goa �.4-��—�' — ��.rJ-c._5✓. 9�B��s�' lied Engineering Services,Inc. Inspection Report, ALLIED ENGINEERING SERVICES, INC. Pam-5C7 Project No.: Date: /--/' o3 Day: 7ze,�W Page--Lof .7— Inspector: k .4.E . Project Name: b4XMe-- Time Arrive On-Site: 7_ m���/ Time Left Site: 3 : 3a PM Weather �- _� Sunny, Cloudy, Rainy, Snowy, Windy, ` High/Low Temp. Other Description Equipment on Site (description, hrs. operated) Crew on Si v7A : to+5o r.�s�T �1 SUEs� Notes $,30-- �t�tr�' lz.��,'urGs� �-Y t �� cr+•��,t.�P �-r� .►�� el�Z /' .�GOlk eke 11- S I Spector Date Date6-/7.� � Page 2— of Notes Continued �-.. � 6 �- �' - s -E - Cruet- r-p s-� Pei • 3:� - �_ �s� � ��., ,� �-,Gem a-�.�t�,,,r,�M���, i Z • 01�� Allied Engineering Services,Inc. Inspection Report ALLIED ENGINEERING SERVICES, INC. Project No.: p/-ay/,o( Date: Day: /ygytv9 Page ofq� Inspector: 4�'. 4•E . Project Name: r 111 Time Arrive On-Site: g:ee5Am Time Left Site: ,S : T° PM Weather 79 5y -4— Sunny, Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Description Equipment on Site (description, hrs. operated) ti'l/ G — B41> . o2/3 50lDdTtt Crew on ite Cl 5�--sue►; 3-�-�o M��y ��-� O�� .cam 7n.� .�:�i�sG.�-�f /L��Sr-��u..��.��.t�•� �I� �" �'C - 3-f .c.o���.� Inspector Date Date-6 l6 Page c;2-- off3 Notes Continued -f S - y. S. F � .�-,-� ZA o f/c7 - A lied Engineering Services,Inc. Density of Soil In-Place 32 Discovery Drive Bozeman, MT 59718 • By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax(406) 582-5770 ASTM D-5195 SERVICES, INC. Project: 6 fy7E�e­ ;�q� pf/-Z Proctor Density(pcf): /3V Af.,c Project Number: Required Compaction Date Tested: l -/C -03 Tester: )z96 Optimum Moisture(%): g- Daily Function Test(on calibrated test stand on concrete slab) '� A-770 L-292 <�&Y' Nuke Serial# [I--- Standard Standard Standard Difference Tolerance OK? Contact Count 1661 1532 1720 t95 +or-300 Moisture Count 243.3 151.8 1055 +or-40 Test Number: Location: 3-r-5o MJ�bp[,--- a AS Elevation or Lift: Dry Density(pcf): f d, 1 Pc r-- %Compaction: 11 - j Meet Specification? Moisture Content(%): 3. Comments: Test Number: _-j-- • Location: 3-fo0 /lf�' A�iGt� S�lBBA�S� Elevation or Lift: I Dry Density(pcf): /3--7, F fcF %Compaction: `p j, y / Meet Specification? Moisture Content(%): 3.3 Comments: Test Number: Location: /4 aD N9ZDflL�<3GLE Elevation or Lift: Dry Density(pcf):/O/, Y /°� %Compaction: Meet Specification? Moisture Content(%): /1, 7 Comments: 5rN6- /05 Pcr-- /5 MoxsT�� oPTTMuM Test Number: Al Location: Elevation or Lift: Dry Density(pcf): 06. %Compaction: 2,5, o Meet Specification? Moisture Content(%): o '/, Comments: Gf5SNlr )o5 GGF- 8� 3 is MD�TLI/ �OPTyr1wH1) Test Number: Location: 6*R o ltIrDDLZ7 pra-C Elevation or Lift: 5i4 b&f-RDE Dry Density(pcf): )05,3 Fes" %Compaction: / Meet Specification? Moisture Content(%): /q,a • Comments: /45-IV6 o5 pcF PepcTo—. 3 Is ' E Page of nspector, Date Project Manager, Date Reviewed By, Date Inspection Report i J .ti MM ALLIED ENGINEERING pp SERVICES, iNC. G� Proj ect No.: O 1-a1.l.O( Date: —/3_03 Day: F�nay Page / of Z Inspector: K. .E7. Proj ect Name:bo ✓2� Time Arrive On-Site: 7'.' 3©,a Time Left Site: 4/ : 3D �"j Weather X Sunny,_ Cloudy, [_Rainy, Snowy, Windy, 75/S�f` High/Low Temp. Other Description Equipment on Site (description, hrs. operated) C,4�6,276 Crew on S e • �r-1sD� 3 -oPs Notes , .� -- -dam spector Date • Date —l 3 a Page dZ of Notes Continued • 001 Allied Engineering Services,Inc. Inspection Report ALLIED ENGINEERING r SERVICES, INC. BSc.T Project No.: a!-2q(,n i Date: (,-/2 -03 Day: Page t of�L Inspector: K.R-.E Project Name: bW7ng-- /M��z�cs Time Arrive On-Site: Time Left Site: 5:&c PAI Weather 7�f/ /-'C Sunny, Cloudy, Rainy, Snowy, Windy, 52` High/Low Temp. Other Description psP9 Equipment on Site (description,hrs. operated) // \ Crew on Site 3 - DP.s a -comps s�,-N�-"s✓�'. 3G-r 3 J �LYYs►�r� Rc� its� s�4t�-s P�9: 5/-tvo q�,�'S eon �5� sic= `>`.Z+moo pi�vs,efls� Notes �' .P•�� �..�-� _�.�. �_ C� � ��.� .��" al��.v, ems"��-- S 7- Inspector Date • Date (9 `/% — Page —of .2.- Notes Continued • I epo - . ��Cr47 a:oo s CW 7 - s I cY ' �-5 4arrrs -- XI 17 20`t j� BY 7 "be:�76 / �P�l�u s pte,� Mrk - DNS 6a ccw Allied Engineering Services,Inc. Inspection Report w ALLIED ENGINEERING SERVICES, INC. Project No.: o G-,,y/.O ( Date: (o -/l-03 Day: wZ�sAjai -/ Page of 3 Inspector: K.4 . Project Name: Time Arrive On-Site: g:00 " Time Left Site: 5-_Vo PM Weather _ Sunny,_,>L_Cloudy, Rainy, Snowy, Windy, 70// High/Low Temp. Other Description _ PIi� c e Equipment on Site (description, hrs. operated) Crew on Site :2 -o G5 -o PS z -GABS 5���57A ' Notes $ :D� "—LI/)�Ls.,^o,� C��_1�.t� ��_ ..� fit✓ ��� �.i�� C+�� c..n, 2'�� M'�,p� �,�� �.,�� 5 P74 ,�7->3 3 � f rrca.�.f a,• cam. , 72� ztt4w-dA/ Inspector Date Date Page of Notes Continued - w o testa s. G it i e tr✓` tJ /sZ— I d,�- 1--F /D" CG S zp 1-3 7 • Allied Engineering Services,Inc. Date& Page '3 oftd� _� -s Continued C-- ✓: AE5 Gr 116,70• a8fi35� a fi 33 112, 5a. 6,9 Az /o bz- w 9'7-f7, li , o3 S3.57 Brow-o�F �1� �2,7f aS-I O8 oZ 83 3/ I /o"����,,••� - ag+a� .11, 93 /7 Zio„L=iim en I I I I ( I I I I I I � I i Allied Engineerin;Services, Inc. Inspection Report ALLIED ENGINEERING pp SERVICES, INC_ DS Project No.: of-;N 1,D 1 Date: 9.o 3 Day: Page � of 3 Inspector: K, RL, E7. Project Name: Time Arrive On-Site: S.'oo AlAq Time Left Site: $'. 1 S Weather ,k Sunny, Cloudy, Rainy, Snowy, Windy, 71 41S '0 High/Low Temp. Other Description Equipment on ite (description, hrs. operated) VoGuo Goo —cam Crew on Site Notes g 60 r nspector Date Date (�- -�� Page_I _of 3 Notes Continued • �..r•'�o ��Co !' L7' � o,.�t,.1-+�- G�,t.,,,,V.�.�GG�-7� S�- oKP�'-�f�_ r 422!1t c s ar S 3 i c-�1 7 3 aA�u.ne.L� ,C6 ae� - 11a S S - f/6 Ta� • _p Allied Engineering Services,Inc. • Date -p'3 Page--7- of — �4u�s LsU Notes Continued T + I I. �S - r--- L), AES L • 3 �`� G �a �z 75 ,6 a�fal 9, �5 83. 3`1' l� ID".►�•—� w� Ez��a��� �-7 83_ �7 —a5457 3 5 iv " oy wr1 o a 5 75 1 ,0 3 �/G S 3. 6 l 0 a5tj3 8.% YGg3• IEWI wry `� a(v+l l 8.89 yG S 3•�5 1� /o" �P w�( Ia'' 4-�K7 $•75 7 3 I 8•� ( _i�16 .0 3— I I I I Allier!Engineering Services, Inc. Inspection Report — iJEM r ALLIED ENGINEERING SERVICES, INC. Project No.: o/aW/_o Date: Day:F y Page of o2 Inspector: K,g_ E. Project Name: SAX7a:� Time Arrive On-Site: :o r� Time Left Site: 0,Qy� Weather Sunny,�_ Cloudy; Rainy, SnoN y, Windy., 55��6 High/Low ow Temp. Other Description Equipment on Site (description; hrs. operated) 1 TOV-F, EfLi4�'zW G-- Crew on Site Notes 4/7 el_��i JI /1it/l�� hlzsw.i �iyA' P2C— i'� ��T/L GLU K • Kspector Date • Date 6-6 - 1 Page 52- of ;Z- Notes Continued Allied Engineering Services, Inc. Inspection Report i l ' ALLIED ENGINEERING SER\/ICES, INC. F356r Project No.: n t-.2q 1.oI Date: -97- 03 Day: 'T/fu/L5bA y Page_� _of j Inspector: K ,R.E . Project Name: BA Mrs 66i�-56—= i Time Arrive On-Site: $ : 3p Time Left Site: s7 PSI Weather AA.,e: -Y Cog/ Sunny, X Cloudy, Rainy, Snowy, Windy, 50° High/Low Temp. Other Description P%PE � J Equipment on Site (description, hrs. operated) ��� Var-✓D —�r� !ice C o�) l,-27 L. 5�i9P Crew on3ite �- `"Gy►235 3 -dPs S7,X?4r s `lam T 515 ¢-� s i 7 69-1-� Notesp F� 3v — /��vtw�� o•ti_ l,:ae sltoeLn�z aagL vQ�Gr ,at�� r�6 j4 A� � 772!�- _ v I Spector Date DateG-,-03 Page of�3 Notes Continued ell I� 30 CWi� � l�.rrec..s�L.a-/a ( �� 3� /..rlr'� :✓�o�/GGo' �i�.o ��- r a:d o - 3 .41 - 6� r 7� 5 AirYS ?06) L-F ;-o '(.� �� 8 -7� Allied Engineering Services,Inc. Date -S" Page— of3 Notes Continued ST + I I F5 — U AE 5 C- M H sir r iE e�AJN 7-gAl,F, PAS �- 3 FS ; 3C-> ; 3eA 5 Arm i; %45P E -3 3: 3Opm -- I I I I I I led En-i'lieering Services, Inc. Inspection Report ALLIED ENGINEERING pp / SERVICES, INC. b5 c� Project No.: r-p[-;t q J.D/ Date: 4-Y-o- Day:bjr:: wE- b;h ` Page_� of�_ Inspector: K.P.E. Project Name: Time Arrive On-Site: S:oo ^,m Time Left Site: S:oo PM Weather Sunny, _�C Cloudy, Rainy, Snowy, Windy, High/Low Temp. ther Description Equipment on Site (description, hrs. operated) V'ozM0 Fie EivIL, H f�� fir 3aa /roc Crew on Sit-, l -Gag 5�-v-° 5�A •. lGf-3o �S,— suB&ti-.sE Fa�s� st�1: 18f 7.5 �Qu�r- s�r�3r+s� Notes 757 f - • �/,cam f��� G y�� II s� Date Date G- Page oZ of Notes Continued (A 40 1 zeal 7 � cvi-e /Loy J 57" -t'7 (iu�Jt y 74 2 5 s N 5 rx — fie_ -t�.,-a- Y C7 c-zp,4� e—_ A4;-y. —..d4,-, r,ti a �--a v Allied Engineering Services,Inc. • .-- Density of Soil In-Place , 320iscovery Drive . Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: Baxter Meadows- Phase 1 Proctor Density (pcf): 3 �' Project Number: 01-241.1 Required Compaction (%): q5 Date Tested: ( - _03 Tester:K,R,.E, Optimum Moisture (%): g �/ Daily Function Test (on calibrated test stand on concrete slab) � A-770 L-292 -:..�""` Nuke Serial # L -((9� Standard Standard Standard Difference Tolerance OK? Contact Count 7 a j 1661 1 1532 1 1720 1 + ( +or-300 x Moisture Count jbg 243.3 151.8 1055 a� +or-40 Test Number: Location: I(p t Eo EQutESj-p_-'rAN 5u eASq= Elevation or Lift: Dry Density(pcf): 13 a,3 PGA % Compaction: I 8.7 / Meet Specification? Y Moisture Content(%): Comments: Test Number: .7- Location: I--7 f-oa Elevation or Lift: I Dry Density(pcf): 133- to ;SF_ % Compaction: `19, Meet Specification? ` Moisture Content(%): (, / Comments: Test Number: 3 Location: 17t5d �Quts� /� �til.�4SE✓ Elevation or Lift: Dry Density(pcf): l 34 3 Aeic- % Compaction: /d o,2/ Meet Specification? Moisture Content(%): .S. -7 l Comments: Test Number: Location: / f oo EQu ,iN suS Elevation or Lift: �2_ Dry Density(pcf): /33, 5 A::; - % Compaction: 29. 6 % Meet Specification? Moisture Content Comments: Test Number: .- Location: /g f-4c::) 5—&-f Elevation or Lift: Dry Density (pcf): 13a , a Int-,F % Compaction: C1$,.( Meet Specification? ` Moisture Content(%): 9 /, Comments: Page of�_ ""lifspector, Date Project Manager, Date Reviewed By, Date SANITARY SEWER AIR TEST REPORT Project Locat_on: 56a7-{ Project Name: &,,g.>,� M po s PN�SE Inspector: Date: (Print) (Separate Report Required for Each Test Session) TV Inspection RequiredZ:5;?\ro Mandrel Testing Completed? Date Completed or Scheduled: Station Total Test Time(Seconds)for Pressure Drop (d Manhole ) Main/ Size& Length C' K' Shown(psi) Comments Lateral Material (ft) From To Required' 4.0-3.5 3.5-2.5 �0d0o 10-f R0 Main 8 0.37yj, lo,5yy as Fail 76.5�8�a- Laterals y� 90.$' 0,1407� 15.9F0$ 153,0-bc. Totals b.408d- 76.524T 9.55vm+ IG/^10 /atf>s5,!v Main $ I, �v o.5955A )3q.ggq ass 3r 'Fail 153. �v�-a= Laterals 3 1 P sa " /05.o� 0.1l�7s I$.H8 3a(o.7�m.� .G "D7--3� � � ------ ----- -------- --- ---- Totals 0.75S6;24, 153.Y'/'`/ 5.110 l a+85.�s 13f/8.(p Main $" a`j O.v9ol9 aO.N/� 3L.39GSa 5 w ` ass ail % M N 14 Laterals H 1/ 90.L7� 0.1407y 15,9s08 7°2.SneL � - - Totals 0,23013 3(o.3948 1.1111+, Main Pass/Fail Laterals ------ ------ - -- --------- ------ Totals For C and K values,see table and formulas on reverse side. 'For total C. 1.0,test time(seconds)required=2 times K For total C>1.0,test time(seconds)required=2 times(K/C) TEST PROCEDURE 1. Add air slowly to the portion of the pipe installation wider test until the internal air pressure is raised to 4.0 psig. Increase the test pressure by 0.433 psi for each foot of average ground water depth over the invert of the pipe under test. 2. After an internal pressure of 4.0 psig is reached, allow at least 2 i inutes for the air temperature to stabilize, adding only tie amount of air required to maintain pressure. 3. After the 2 minute period,disconnect the air supply. 4. When the pressure deceases to 3.5 psi (or as required due to groundwater), start stopwatch. Determine the time in seconds required for the internal air pressure to reach 2.5 psig. If this time exceeds the required time, the test is successful. ACCEPTANCE: The tested sewer section shall be considered acceptable when tested as described herein if the section tinder test does not loose air at a rate greater than 0.0015 cfin per square foot of internal sewer surface. Inspection Report �D - o� /L5 LG 3✓mow�sl� ,! �� depe4c ALLIED ENGINEERING SERIMICES, INC. Project No.: pf_ay(, o( Date: -3-0 3 Day: 7Llll-51"y Page—�-of_,� Inspector: K .R.E. Project Name: B4xr7 p—M6&,ow-5 (P -7� Time Arrive On-Site: �.'ys�q s� Time Left Site: ,S:©o PM Weather —,,Y- Sunny,X Cloudy, Rainy, Snowy, Windy, Ufa High/Low Temp. Other Description Equipment on Site (description, hrs. operated) - Eomg-G L3Gv 2�3 ems/,eotG�,2_ Crew on Site 3 -LDS h,gTEV )yf Y7 Er�u r— sug�s�C Notes �^ro sv-�4'• 16 f 3o sUA&;rsE S914 P K--1 n t c rC' 3+ Inspector Date • Date --03 Page ;�- of 3 Notes Continued 3 .Cd-- jAn .�-- ,2:00 ST .� J,1:1, a �a�eot ors 1 s'` 7 3: 3a S;Dl� 1�`w-pBD W/ te���J 5 :On A .�,/fL a,a,yi.�......_ �.s,_,�n�r�-�.� � � Y-off @ �.'�,o/�,�► o S Allied Engineering Services,Inc. 3201scovery Drive Densityof Soil In lace Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 • ASTM D-5195 SERVICES. INC. Project: Baxter Meadows - Phase 1 Proctor Density (pct7: }3zj pC.F Project Number: 01-241.1 Required Compaction Date Tested: Tester: K,R,E,Optimum Moisture (%): /S Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 <ff662 Nuke Serial # ` -�� Standard Standard Standard Difference Tolerance OK? Contact Count 16 9& 1661 1 1532 1 1720 —3 +or-300 A Moisture Count /� 243.3 151.8 1055 4 (o +or-40 Test Number: Location: /14+75 k--2RuES7— sL83�45E Elevation or Lift: Dry Density(pcf): ) 3 PGG % Compaction: ';L , Meet Specification? Moisture Content Comments: Test Number: 2 Location: 151 a5 95E Elevation or Lift: Dry Density(pcf): ) GF- % Compaction: dam,(9 Meet Specification? Moisture Content Comments: Test Number: 3 Location: l 5t-75 Jawu F-5T— sllB�9� Elevation or Lift: Dry Density(pcf): IS 5. 5 f� % Compaction: )D/. / '/ Meet Specification? Moisture Content(%): 7, -S l Comments: Test Number: Location: )Si b0 U i " Elevation or Lift: Dry Density(pcf): 15. 3 Pc-fi % Compaction: )p 1,p 4 Meet Specification? Moisture Content(%): 1p, Comments: Test Number: 5 Location: 1640 Elevation or Lift: cZ Dry Density(pcf): 137, ) PG, - % Compaction: /(�a, '/ Meet Specification? Moisture Content(%): Comments: Page=of, I spector, Date Project Manager, Date Reviewed By, Date Inspection Report i • ALLIED ENGINEERING SERVICES, INC. Project No.: O f-;ZW-D Date: 6 -02-03 Day: iyw }y Page_Loft Inspector: lC,9 . I-• Project Name: FAXTeg-/VJ S 66l— Time Arrive On-Site: B'.-690 Ai,'-1 Time Left Site: 3: 3o pM Weather Sunny, Cloudy, Rainy, Snowy, Windy, 7 �5 High/Low Temp. Other Description c�c ram- Equipment on Site description, hrs. operated) A�� � � � Crew on Sri 1:9 --?- Notes ME V :w Ml-f T+Pe --� I spector Date iDate-6- -o Page 2 of_ Notes Continued � BsC� 1,2 �o - S 0. �-Y 5 3� c� _03 *lieringineering Services,Inc. Date 6 Page -�— of " 2-1-1 )Q — la 15 Notes Continued S T ► 1— �5 — c v, 4)E�5 C- 3 ,0 �-- yG9�• r( o fey 7.s0 7,�/ MH f35 3 r.tv rN�E� D -7• 7 '3 If 15''RG sp o+tig 7. d3 5 s.o 7/ D 7 5L n o� 3�• �. �8Z V3,q3 7, 31 87 go- sump 7,7, S l/ 416717, 7 7 .59. o�- Mµ `� J o 4o'D ���$ 3� It r� AMP I �fl I I I 4 i I Allred E'ngineerin Services,Inc. Inspection Report Isom ALLIED ENGINEERING c / SERVICES, INC_ Bdt.� ProjectNo.: Date: 5 -30-03 Day: FA-MAY Page 't of Inspector: ,R. 6". Project Name: P44A EX Time Arrive On-Site: g:oo Time Left Site: 3-.30 Weather Sunny, _,A- Cloudy, Rainy, Snowy, Windy, 5.° High/Low Temp. Other Description Equipment on Site (c escription, hrs. operated) EX -z"o o �i' a'sk&) C V-- �4sL rE JOC"N Crew on Si+o 3-GA-AsS Notes � ti 30' -_- - _ ell 'lifspector Date iDate 5-- o-o Page a of 3 Notes Continued CA ;2 a - r z� 1it11.c� op T n, 3;e2 B _ /)ill ¢_ ,�✓Ld�c���., (�-02-03 7.'c9a �}�1 • L�Q� �2� �i S-3o-�.� Allied Engineering Services,Inc. Date Page ;3 of_� Notes Continued 11, 71 • y 75. 9 a+ 49 , It of cc" 157a o4 o' c�i6 y, a �/l 9y �D mP dF'f4A& 574P 3. 7-abAY 3/ E i i i ! • Allied Engineering Services, Inc. Inspection Report ALLIED ENGINEERING Qc� SERVICES, INC. Project No.: 6 j-ay(.o t Date: .S-A9-03 Day: T,Wg-5 Page of 5 Inspector: K.R.E Project Name: &4k7r�yZ- .Aq,-J5=-z, Time Arrive On-Site: Time Left Site: S:r>=, oM Weather A Sunny, Cloudy, Rainy, Snowy, Windy, 8515/a o High/Low Temp. Other Description P.v--P& Equipment on Site (description, hrs. operated) GA-T Met,—, UoyJO Crew on Site T"C—>6kN • -o P - BP5/�iABS Svc sv�9 /a t ao - orrrf PAS-c., Notes 40 5. �r • 'Iffspector Date Date s—,%`f Page of S Notes Continued 1 @ z • :moo. — �- �s c�.t-,,� - - �- - �. 17 - Bs 5: Pe. SSG Allied Engineering Services,Inc. Date 5-2?--03 Page -?, _ of_=5_ Notes Continued C-L ✓: 1�ES C- 5 a I 9y • la+ems. lo•�� Exz�iu�� 5-ab-oil /a+1-7• to /P7.$(o �f�o�$• 55 J� �rrDL�3 G�/�t ® lI ems. 114- 96. S . D ToP o caa sr�P 78 �/G96, !�3 I-rotes ap cue8 Snap a ys.� i/. a 4�5$. i7 Y�F'7• $q g wM /bt 7-Q- � I I l b f-70 I /o-r I y' G� TDP df Cy9-9 570� J o f5a 3 I y��7,&,s r'b-� �.�.5 �°Ls � —� �/•sa y�9 , �8' 7�0� o-� uiRB sr� a lD "3� i • Allied Engineering Services, Inc. Date 57 29-a3 Page of s5 Notes Continued T r I L 1 �5 - ✓: DES L y1,95,. y� --�-- 0 0� ALVF- 7. 3/ "' 6�,A-1 I I SAllied Ena ineerin,Services, Inc. Densityof Soil Inf lace Aiscovery Drive ' ; Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcf): / Project Number: 01-241.1 Required Compaction (%): 95/. Date Tested: 5-029-03 Tester:k p,E, Optimum Moisture (%): /S Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 Nuke Serial # Standard Standard Standard Difference Tolerance OK? Contact Count 1661 1532 1720 -/8 + or-300 Moisture Countlt� 7 243 L .3 151.8 1055 t�� +or-40 Test Number: Location: )a-/&),>if L_ GJYI Elevation or Lift: ,2— Dry Density(pcf): / / , ;2- /i,p-7 % Compaction: lot. ( / Meet Specification? Moisture Content(%): 17, Comments: Test Number: 02. Location: Elevation or Lift: Dry Density(pcf): /1 O. -7 PcF % Compaction: 160 / Meet Specification? • Moisture Content(%): 6, ' Comments: Test Number: 3 Location: /o -1- sic✓;r74 . Elevation or Lift: I Dry Density(pcf): 16 % Compaction: $,C) % Meet Specification? Moisture Content(%): 9 Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Page_of rector, Date Project Manager, Dale Reviewed By, Date Inspecton Report • ALLIED ENGINEERING SERVICES, INC. Project No.: o Date: 5-22r-03 Day: _ Page of T Inspector: K .R .E . Project Name: 64 Time Arrive On-Site: R: 30 AM Time Le Site: 5:E),f) pM Weather Sunny, Cloudy, Rainy, Snowy, Windy, /Sa Q High/Low Temp. Other Description Pa=P� Equipment on Site (description, hrs. operated) votitrz!> G,4—T a� B s Afl Crew on Sit Qll� — SUS' S7 1 !3 9•Co 560r/l W M Notes ez q.'esv— a a M 3 T • lns ector Date Date 5--2, Page o2 of Notes Continued •oo — • s v — —V 0-7 -7e3z- I�J;it s a f 3'7 ' 1�fi3 8 - Allied Engineering Services,Inc. llate S Yaffe of g " p wl"�lZ-- IlA ten/ b/M Notes Continued y��9• g 13+0 �D• 58 y�� a 9 I� S"�T�.` �s ao 034� 13+oi. l y�g9• a leg"fir v �v� /0.75 11. I a Iz: gg ►a+ W.4 %T g• YS /",-s &7 1 3a t'a 1,1 6 7 y 7 yo 71VP OF7' P I � 4-Sy,(Q /2-F H3. I Ll 'Go .. I•`�o2. 7 25 T-OP BFGuRB S,nP 35 T/�17 5;2- T-z: P b`�IR$S,-IZ)P S I I 3 I I � — I S' � I !lied En;ineerin;Services, Inc. Aiscovery Drive Density of Soil In- lace -� Bozeman, MT 59718 By Nuclear Methods Bozeman, phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: Baxter Meadows - Phase 1 Proctor Density (pco: //D per- Project Number: 01-241.1 Required Compaction (%): Date Tested:5--ag-03 Tester: ,R , Optimum Moisture (%): /5 Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 ' Nuke Serial # G_ Standard Standard Standard Difference Tolerance OK? Contact Count / 1661 1532 1720 -/� +or-300 Moisture Count �D g�j 243.3 151.8 1055 4 a� +or-40 Test Number: Location: p/31e-)'-'- LJ M Elevation or Lift: Dry Density(pcf): /(7 7_ 3 Pc-F= % Compaction: 9 7, 5 - Meet Specification? Moisture Content(%): l Comments: Test Number: Location: )a 4 -50 Sit rr) `'A2k�- WM Elevation or Lift: • Dry Density(pcf): 105, /°G1 % Compaction: 9 ,p / Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): %Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation.or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): %Compaction: Meet Specification? Moisture Content(%): Comments: • Page�!. of jp,�p'6&toF, Date Project Manager, Date Reviewed By, Date Inspection Report • ALLIED ENGINEERING SER�/ICES, INC. 6S Project No.: ©I-ay/.o/ Date: 5--a7-o3 Day: N10-xl &i Page of 3 Inspector: Project Name: gq.q�� �eftTime Arrive On-Site: �:� Time Site: :oo Pay Weather Sunny, Cloudy, Rainy, Snowy, Windy, 7�S� High/Low Temp. Other Description Equipment on Site (description, hrs. operated) Crew on Sit ; -c5ps 2 -�Ps ]z -� s 5,7qw--r - sarsC— s,V'pc�c : AtzEy SuENotes s /sf of -rt11 • s.z�a3 Iipector Date Dates,27 Page �_of 3 Notes Continued 6� - -- • :3a — 'a � Bs G- 6-uo� kz "n� - � -e 6-A- iB��S �N rYS A5 3 .2 - - -a lied Engineering Services,Inc. 324scovery Drive Density of Soil In- ace Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcf): Pc,,c- Project Number: 01-241.1 Required Compaction (%): q 5/. Date Tested: 5-a7-03 Tester: /(, ,E, Optimum Moisture (%): Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 L-66 Nuke Serial # Standard Standard Standard Difference Tolerance OK? Contact Count �7e�97 1661 1532 1720 1 —// +or-300 Moisture Count D 56 243.3 151.8 1055 1 0 +or-40 Test Number: Location: I-5f-5D Elevation or Lift: Dry Density(pcf): , -7 % Compaction: Meet Specification? Moisture Content(%): 3,-7 , Comments: 708 en�, nth / Test Number: Location: / 5 tSa st�uurr/ Au_E Elevation or Lift: • Dry Density(pcf): 5, _ % Compaction: 1,,5 a Meet Specification? Moisture Content(%): Comments: Test Number: 3 Location: 5 p Elevation or Lift: Dry Density(pcf): /,-, . 8 FC F- % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: y-t 5 :f- z?7y'/ 5//.eP} Elevation or Lift: Dry Density (pcf): W F, k71P'" % Compaction: S 7 / Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Page of spector Date Project Manager, Date Reviewed By, Date Inspection Report • j f ALLIED ENGINEERING SERVICES, INC_ Proj ect No.: a-Aq(.o( Date: ,,-02 3-a3 Day: F/z��4 y Page_�of Inspector: g•9 ,E7. Project Name: B4KnEL z�) Time Arrive On-Site: Time Left Site: PM Weather y 78/ Sunny,_� Cloud' Rainy, Snowy, Windy, �6 - High/Low Temp. Other Description Equipment on Site (description, hrs. operated) �X Z�Z-r— 4 4 e,C Crew on • 2 / - 1/1- , / -�s+g �f r sd�l D t So 61'sr,�z s-117+ )8-t`ID L3e>5A<- �- sins g�� X� n s7-A '. o-f-&o —ma y Notes 6 r- 57A 17-f aS Saswc- 7 cow- y .5��.,z5►� .�.� -�f ���LGR G4 I spector Date • Date 5Z—P-3 Page a of Notes Continued t a - 0 o0 I-e'LAY5 a)6vT/5 L—IFateLr-. - - _ _ ©o -5 LE A" 411VJI - - r • s-a3 - Allied Engineering Services,Inc. Density1-4 of Soil In- lace e 31scovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcfl: Project Number: 01-241.1 Required Compaction Date Tested: Tester: K.Rz-Optimum Moisture (%): . g Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 662 Nuke Serial # L -6;�Ol•L Standard Standard Standard Difference Tolerance OK? Contact Count / 7/7 1661 1532 1720 -3 +or-300 Moisture Count )b77 243.3 151.8 1055 4 2 + or-40 Test Number: Location: $-t 25 k;05A ST, SU Elevation or Lift: Dry Density(pcf): 137. 6 PcF' % Compaction: /0,R, 7 Meet Specification? Moisture Content(%): Comments: Test Number: 02 Location: l$d,�Z�j d5/aL 57 5a- 40,, Elevation or Lift: 57- • Dry Density(pcf): O, ,"2 PCF % Compaction: L) Meet Specification? Moisture Content(%): ' Comments: Test Number: 3 Location: 1�-i f p d Elevation or Lift: 2 Dry Density(pcf): J 15 PCF- % Compaction: c�c),V / Meet Specification? Moisture Content(%): 7, Comments: Test Number: Location: 1 r50 z — Su Elevation or Lift: Dry Density(pcf): 5 P % Compaction: /O/, g'/ Meet Specification? Moisture Content(%): Comments: Test Number: Location: 17 4 Elevation or Lift: Dry Density(pcf): 13 g, / Pc- - % Compaction: o 3 _ p ' , Meet Specification? Moisture Content(%): Comments: • Page-'�; of nspector, Date Project Manager, Date Reviewed By, Date Aiscovery Drive Density of Soil In- lace - Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcfl: 1 3k1 p Project Number: 01-241.1 Required Compaction (%): Date Tested: ,a3 Tester: .t E Optimum Moisture (%}: Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 Nuke Serial # L-�� Standard Standard Standard Difference Tolerance OK? Contact Count y 7 1661 1 1532 1 1720 1 —3 +or-300 Moisture Count 243.3 151.8 1 1055 +or-40 X Test Number: (p Location: n -rpD a Elevation or Lift: I Dry Density(pcf): (39, cl Pc-F- % Compaction: )0 . "/ /- Meet Specification? Moisture Content(%): (o, Comments: Test Number: Location: Dtgrn� 45F*J,57— Elevation or Lift: • Dry Density(pcfl: / f 2 Plf' % Compaction: D5 Meet Specification? Moisture Content(%): 5- 7 Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcfl: % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcfl: %Compaction: Meet Specification? Moisture Content(%): Comments: • Page 4 of s-aj-03 Ins ctor, Date Project Manager, Date Reviewed By, Date Inspection Report �j ALLIED ENGINEERING SaFZVICES, INC_ B S� Project No.: p1 y(•o/ Date: 5 -,2 2-673 DaY: -rkwR5.b/}y Page �of Inspector: K.P-.E. Project Name:&off,,? �� Time Arrive On-Site: 7.'y 5/01 Time eft Site: 5S: 6)0/ /4 Weather Sunny, Cloudy, Rainy, Snowy, Windy, 75/3 ' High/Low Temp. Other Description Equipment on Site (description, hrs. operated) }��i-��i!�-� � �O ��=- ���i G,r_�t� �/r✓ �Od LG_ fib l=- —�-7 Crew on fife • Tz*� a —oP.s 3460 e �T Y S ce6d�i56 s :4h5os7 Notes 7 `l 57 - w a f 15 , zd 4,�, Insp Date Date 5-aa- Page �)- of Notes Continued /A.Iw Ao o2- a r s Yo _ aAO B a� 3 3 a .�� atl3 � ice tz opt A Q� S 18 is rAi[ied Engineering Services,Inc. Densityof Soil In aee 320iscovery Drive l Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: Baxter Meadows - Phase 1 Proctor Density (pco: Project Number: 01-241.1 Required Compaction (%): 95"/, Date Tested: 5- 92-e,3 Tester: K,Q,E Optimum Moisture (%): Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 Nuke Serial # L -lvlo� Standard Standard Standard Difference Tolerance OK? Contact Count /70e 1661 1532 1720 -/ +or-300 Moisture Count /b85 243.3 1 151.8 1 1055 3p +or-40 ..A- Test Number: Location: 3ta5 Elevation or Lift: �f15Tt�y �ygpE Dry Density(pcf): 137, 7 iqf-f=- % Compaction: ip a,7 / Meet Specification? ` Moisture Content(%): 5, 7 Comments: Test Number: Location: a+75 Elevation or Lift: s4GL�' - • Dry Density(pcf): I tip, 5 Pe_-F- % Compaction: /Q , % Meet Specification? Moisture Content(%): Comments: Test Number: 3 Location: I+ O Elevation or Lift: ) w+STfy SUS Dry Density(pcf): ,S % Compaction: g ', Meet Specification? Moisture Content(%): 5- /. Comments: Test Number: Location: (-4/O Elevation or Lift: / SST— ftuG� Dry Density(pcf): ► _ g' %Compaction: 1 of. Meet Specification? Moisture Content(%): Comments: Test Number: .5 Location: p f 50 Elevation or Lift: Dry Density(pcf): Pc-F- %Compaction: lz56, / Meet Specification? ly Moisture Content(%): 7, 1 Comments: / Page-,3;-of � /sue• z�� S�z-o3 spector, Date Project Manager, Date Reviewed By, Date Density of Soil In- lace 30scoveryDrive - -. Bozeman, MT 59718 By Nuclear Methods Bozeman, Phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: Baxter Meadows - Phase 1 Proctor Density (pco: Project Number: 01-241.1 Required Compaction Date Tested: S- _a Tester:K,R,E.Optimum Moisture Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 Nuke Serial # -�/� Standard Standard Standard Difference Tolerance OK? Contact Count ( p1 1661 1 1532 1 1720 — +or-300 Moisture Count 243.3 151.8 1055 f 3 +or-40 ,x Test Number: Location: 14 gq Elevation or Lift: mil.- .;,T d c Dry Density(pcf): 'J g PCF7 % Compaction: p y, % Meet Specification? Moisture Content(%): gyp, Comments: Test Number: Location: D+ 9'0 Elevation or Lift: .11 � T �iLLF SGFf��f/ • Dry Density (pcf): ) .-3 f= % Compaction: /6 R ,-7 ' Meet Specification? Moisture Content(%): ?j Comments: Test Number: 'Y Location: p a Elevation or Lift: Dry Density(pcf): $, f'G�' % Compaction: /p 2 /, Meet Specification? Moisture Content Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Page of In ector, Date Project Manager, Date Reviewed By, Date Inspection Report I , ALLIED ENGINEERING SERVICES, INC. gSC� Project No.: y y/,v Date: Day: Page 1 of Inspector: 11 P E , Project Name: &qorre_ ) Time Arrive On-Site: 7,y S Tir; "Left Site: S;co P/"l, Weather 1! Sunny, _X Cloudy, Rainy, Snowy, Windy, /a� High/Low Temp. Other Description Equipment on Site (description, hrs. operated) h`oE tu Crew on 6i • -r-�P�d� -rc�� 65�' spa : 15+e)(= s;, wM Notes Z:°'f5— �/✓uwt� e-a-ti AXE 'ZZd ,r� o-8���0-eQ G�t,1 -�.. A-vLd �, 1 If5spector Date • Date-5-2 i-6 Page of 6, Notes Continued • jo: _ so7a 13-Y 71F. Iq O'72_ f 1 a:q S - :,9L> _ - es • 0 . - - �" - c_s r3oly�7o -- Ace V It-5 a95 L F" may" T Y PL K r c>-� ►j fVtf5e- F)e-,o -ram — B4:7 t- sT • � -03 Allied Engineering Services,Inc. pate rage of E Notes Continued DE5 C- • a-7q yG95.71 y(,93. AE 4 IH�ga,y� sLo 0.4W 7y 7oP OF 6 q a ti� '� d a 31 N69a.13 b 13+39 Jf. 3a y6$y. y� I3f57 /0. 9y �1�8y. go )fig ' wM a 13 ?5 Jam.57 k/6'95.17 ) S" d=P L-j N 13 78 7' G a.oy y6�3. 7a Vg o� � N, M O _ _ I� a� �' �) --=� /•Y3 #69y 3! Ta-p FRB s i 497. o 11� �„ 6�P I—M Jt1 4-70 '�7'Ga G o-�3 I y�1.5. 01 TOP of CU s7Z�P iN+ S2.y .-51 1 y(,B7. W3 I ►� �" �T- TEE I � 15-t-o6 Z. 7 I Y687 90 ; I i-S' I TV r Allied Engineering Services, Inc. Density of Soil In- lace 320scoveryDrive Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: Baxter Meadows - Phase 1 Proctor Density (pco: ) 3o Project Number: 01-241.1 Required Compaction Date Tested: 5-a/-o3 Tester:K,R,e. Optimum Moisture Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 �2_ Nuke Serial # L -106� Standard Standard Standard Difference Tolerance OK? Contact Count /7/,Z 1661 1532 1720 — g + or-300 X Moisture Count �jG 243.3 151.8 1055 4 +or-40 Test Number: '1, Location: )3*d-o _A6 Sfl C 5T. Elevation or Lift: I Dry Density(pcf): 13/, 9 PGF % Compaction: o/, Meet Specification? Moisture Content(%): Comments: Test Number: �. Location: 13 t aD B L 57 Elevation or Lift: 2_ • Dry Density(pcf): a ,02 % Compaction: Meet Specification? Moisture Content(%): _ a Comments: Test Number: 3 Location: / : t�cS (;OS,4z__ Elevation or Lift: Dry Density(pcf): 02 .7 P % Compaction: 9 , -7 Meet Specification? Moisture Content(%): Comments: Test Number: Location: I3-1 20 Elevation or Lift: 41 Dry Density(pcf): / ( F- % Compaction: _ 2 / Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): %Compaction: Meet Specification? Moisture Content(%): Comments: • Page of spector, Date Project Manager, Date Reviewed By, Date ' 3piscover Drive Density of Soil In-Place y - Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcf): 1,40 �_-F Project Number: 01-241.1 Required Compaction Date Tested: 5-,'?1-e 3 Tester: V,2,r,Optimum Moisture (%): /S Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 c7E- &2 Nuke Serial # L —66 'p— Standard Standard Standard Difference Tolerance OK? Contact Count 1661 1532 1720 +or-300 Moisture Count J 6( -;Z_ 243.3 151.8 1055 -j +or-40 Test Number: S Location: J 7 a5 60 C_ 5 i Elevation or Lift: Dry Density(pcf): 5 PGJ_— % Compaction: 70. 7 / Meet Specification? Moisture Content(%): /y 3 Comments: Test Number: G, Location: �/7o2s 5v Elevation or Lift: 02 • Dry Density(pcf): 1 tOGV % Compaction: 41 ,02 / Meet Specification? Moisture Content Comments: Test Number: Location: /`l col 13DSA� ST, Elevation or Lift: Dry Density(pcf): 115. PGF % Compaction: G, Meet Specification? Moisture Content Comments: Test Number: Location: / 7i'25 &0 Elevation or Lift: Dry Density(pcf): /7, P % Compaction: Q/7,S / Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Page of linsl5ector, Date Project Manager, Date Reviewed By, Date Density of Soil In- lace i�� 3O— iscovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406)1582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcf): /60 p c- - Project Number: 01-241.1 Required Compaction (%): 7o _95 / Date Tested: 5--21-o3 Tester: K.Q.E, Optimum Moisture (%): i5 - Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 L-662 Nuke Serial # G — .L Standard Standard Standard Difference Tolerance OK? Contact Count Z 7 30 1661 1532 1720 1 -{/o . +or-300 Moisture Count o 243.3 151.8 1 1055 a5 +or-40 Y Test Number: Location: Elevation or Lift: ,q-z-(_.0 l SUZ-,!5;AAZ_7 Dry Density(pcf): ,-7 % Compaction: Meet Specification? Moisture Content Comments: Test Number: Location: Elevation or Lift: E�,T Pam .54&�t*%E_ • Dry Density(pcf): 73,(P % Compaction: ( Meet Specification? Moisture Content(%): a3 . Comments: Test Number: j Location: Elevation or Lift: `aT e. � SLrffQi Dry Density(pcf): q(,g P4!f:-F- % Compaction: `�/. $ ' Meet Specification? Moisture Content(%): 2q, 4/ ' Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): %Compaction: Meet Specification? Moisture Content(%): Comments: zz�'/• Page_of n ector, Date Project Manager, Date Reviewed By, Date Inspection Report ALLIED ENGINEERING B5 SER�/ICES, INC. Project No.: p(-zy/, o 1 Date: S" 2-&) -03 Day: 7uE5A Page of (v Inspector: K.P-�&7 Project Name: bqc e4,e ,� pt > Time Arrive On-Site: 7: y5 Time Left Site: 41: 30 P/A Weather _ Sunny, Cloudy, Rainy, Snowy, Windy, 6'gO` High/Low Temp. Other Description PyP&- R"a Equipment on Site (description, firs. operated) C.C— vpziv-o Crew on i e Vr4p-r-- s A. 17 to'�,5 8D5AL ST W14 sit": g6541 s�. I-JM Notes 9:? 4 74 a-- �� 5 020-0 3 I Spector Date • Date S- Ze- Page o2 of S� Notes Continued Alit Q Ili S= `: 5 AL -124 r-- 3D _ 1?,� S d 54C-I Bit AY — )-5 39 .6 5A-r— 5� 7-i E-7,! 7 5loge 5 PAL S Allied Engineering Services,Inc. Date :5—,20 6 3 Page 3 of Notes Continued T + 1 �5 — I tJ. AE5 C; 3/ 17 �4c.5 89, `/S S ys !.v✓"1/��xssr�nG \ AS-GF'r/2-LY3� D 174619.5 3 001, 32 tF 9 tr-P wm 1-7 ct --- y7 ' �a ---� Y.-6g -17, y-3 W >P ki 0 j1p4- 7a.5 33 wM t�+5� b� yr9S9 aI L'T7 Tz� )&-r 5y I 1-17'4zN S. q7,to o-F- c,,--6 5,of= C !�T50 1-3,1 / IN 13 Q — / + off' y7'G®7v 5 _ �1G9� . 8� I7aP eF e_afZ6 SMP 5-f 96 /3, 1/9 g8•67 !£ 12; I 15*7V /3. 79 Egg. 5� l�s P cJM I 15T1A 7' 5. 8 '�G9�-ya m� o��u�s�ap I , to 15, ya I y i y,6 gg )5-t 39 Pwe'i_'_ I 13 I St oCv 1° . L(3 y&5 7• I Allied E aineerin;Services, Inc. OiscoverY Drive Density of Soil In- lace ;f s � Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcO: 110 Project Number: 01-241.1 Required Compaction Date Tested: Tester:k.p-.C, Optimum Moisture Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 -662y Nuke Serial # L-1/.Z Standard Standard Standard Difference Tolerance OK? Contact Count !7/ � 1661 1532 1720 —( +or-300 Moisture Count 243.3 151.8 1055 -t 7 +or-40 Test Number: Location: I-7 i oZ5 AMA 4� S Elevation or Lift: Dry Density(pcf): /py.0 PGF" % Compaction: 6 Meet Specification? r/ Moisture Content(%): 9 % Comments: Test Number: ?, Location: )-7-F3D ,t3P5RZ Sp Elevation or Lift: Dry Density(pcf): (j-7• / A9,-tft- % Compaction: `77. -15 Meet Specification? y • Moisture Content(%): Comments: Test Number: Location: /7-1-3 5 &a,!5,Az- 5 77' Elevation or Lift: e2,- Dry Density(pcf): JO7 8 ft�,fi" % Compaction: 9"5,6/ Meet Specification? Moisture Content(%): Comments: Test Number: Location: /77`y�2 6 57" Elevation or Lift: 3 Dry Density(pcf): lOS. G— % Compaction: qg, w Meet Specification? Moisture Content(%): Comments: Test Number: Location: 1-7-f a-a gp>A-c., ST. Elevation or Lift: Dry Density(pcf): , ( F % Compaction: 93,3S Meet Specification? >11 Moisture Content(%): Comments: -- Page of • I Spector, Date Project Manager, Date Reviewed By, Date Density of Soil In- lace 3�Discovery Drive eal�= Bozeman, MT 59718 By Nuclear Methods ALLIED phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 • ASTM D-5195 SERVICES. INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcf): //O /;e- . Project Number: 01-241.1 Required Compaction (%): qs/ Date Tested: 5—ge-O 3 Tester:K,k.E. Optimum Moisture Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 L-662 Nuke Serial # G —�06� Standard Standard Standard Difference Tolerance OK? Contact Count 17 1661 1 1532 1 1 720 1t +or-300 Moisture Count /b g 243.3 1 151.8 1055 1 +-3O +or-40 X Test Number: Location: +/D v A- - 57 Elevation or Lift: Dry Density(pcf): I a r-E % Compaction: ':T7. Y 7", Meet Specification? Moisture Content(%): �2O, 3 Comments: Test Number: 7 Location: A(, f/o Elevation or Lift: IP Dry Density(pcf): /dg, o Fe-F" % Compaction: q ,2, / Meet Specification? Moisture Content(%): 020, Comments: Test Number: Location: S' Elevation or Lift: 3 Dry Density(pcf): /6 9.9 P<:-F^ % Compaction: 9�, ( � Meet Specification? Moisture Content(%): ad. -5 Comments: Test Number: Location: /5f60 oS,o!t- 5r.. Elevation or Lift: 02 Dry Density(pcf): /O ,�Z- PGF' % Compaction: 9 Meet Specification? N Moisture Content(%): a2.a ', Comments: -ROIC i:� f}ND RGl(S v 1�09 -7Za-jkl Test Number: 1 6 Location: Elevation or Lift: Dry Density(pcf): log, % Compaction: Meet Specification? Moisture Content(%): 7, 3 Comments: Page 5 of I sperm ctor, Date Project Manager, Date Reviewed By, Date Oiscovery DriveDensity of Soil In- lace Bozeman, AST 59718 By Nuclear Methods ALLIED phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 • ASTM D-5195 SERVICES. INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcfl: //0 er-1-- Project Number. 01-241.1 Required Compaction (%): 7,5 Date Tested: 5-ao-o3 Tester: KP.E Optimum Moisture Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 L-662 Nuke Serial # �_ � Standard Standard Standard Difference Tolerance OK? Contact Count 17 1 1661 1 1532 1720 -/2 +or-300 X Moisture Count lO 5-5 1 24.3.3 1 151.8 1055 30 +or-40 Test Number: Location: 15-f6C) 905A-(_ 5✓, Elevation or Lift: 3 Dry Density(pcf): % Compaction: )0/,3 /. Meet Specification? Moisture Content(°°): g, 3 Comments: Test Number: )2 Location: )5 floU Sf12 S J. Elevation or Lift: • Dry Density(pcf): 110.E PGoc' % Compaction: /d . '/, Meet Specification? Moisture Content(%): / Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pco: % Compaction: Meet Specification? Moisture Content(%): Comments: Page (So of�(_ ,I'nspector, Date Project Manager, Date Reviewed By, Date Inspection Report ",rl= • ALLIED ENGINEERING SERVICES, INC. W Project No.: Date: $-/7 -0 3 Day: Me*.tb^l Page of 3 Inspector: . Project Name: pgXI,?� Time Arrive On-Site: /p Time Left Site: 3: on PM Weather Sunny, Cloudy, Rainy, Snowy, Windy, 5�X3g' High/Low Temp. Other Description Equipment on Site (description, hrs. operated) H--CF �' '!=-JC Crew on To-A_h T� • 1 -oP 2 .-ohs � — �►85 Notes S 7-;P, a ,� �- 01 nspector Date iDate - ?-03 Page�_of Notes Continued A u-P 05 / rG 4A Allied Engineering Services,Inc. Date__5 -/9-03 Page_; of 3 Imo'" I a GP ST&AM c z,�, — go L 7- Notes Continued ST + i I. �5 — C LJ At=5 y64�" 73 • y�oa,Ss + a7 -1- 46 9, 15 93. �~ I- 7 q .1 t lj 3• I f19 1�1 t 07 1�16' B Sb MP a +ly S.`7� y�`13.93 MH�(35E-y sNv r-out-�E�?si a+i5 9,5( ��ilo�3.a7 MH �SE-y� s�+r�P 9 sG ,iq 1/,/;9Y,ao ,�, � a t��a, •5�/ y�9y, a l����ec.P sb M f} ,4 3<S B,ya // .N 3 . M ti+ �-s j JNvsF)r-omroN) N6 93. ( M l BSE 5 su ra P s I -TOYS 4�N ys I T$" F:F-4 -7 CJ1, - AL, s7 • Allied Enoineerin,Services, Inc. Inspection Report ALLIED ENGINEERING SER\/ICES, INC_ BSG' Project No.: p/ j�,o� Date: 5--A'. 3 Day: m a y Page--Lof Inspector.: K• p-. E • —� Project Name: gam_ AZ54 Time Arrive On-Site: -$?:c:Fe I Time L Site: �"."oo PM Weather •, Sunny, Cloudy, Rainy, Snowy, Windy, �y5- High/Low Temp. Other Description pry AeA6 Equipment on Site (description, hrs. operated) 1 1dL✓fl �cdrs� F r� Lam= F�&,-V� 61 J a13 5N1r� l R�cc�� � - zof e Af►;bFQq- Crew on Site PEE TAD • Notes � �.Jr7 c�u,�.f-�-r'r's�.s 'ro-�Y► � GLzzj I spector Date Date -L( . Page of Notes Continued x S7xF - _ dr Dom , 1504 A/ied Engineering Services,Inc. Density of Soil In-Place , 32 Discovery Drive i Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcf): )3Y PGF Project Number: 01-241.1 Required Compaction (%): 9S/ Date Tested: Tester: ,J,,5, Optimum Moisture (%): g/ Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 Nuke Serial # Z- -6s=Z Standard Standard Standard Difference Tolerance OK? Contact Count 17?5q 1661 1 1532 1 1720 +or-300 Moisture Count >b-7/ 243.3 151.8 1055 /� +or-40 Test Number: J Location: 36+SO Elevation or Lift: -2 N �f+DMfti � GuLG�1 Sly Dry Density(pcf): /3 j ;L pe-, % Compaction: 43 7Meet Specification? Moisture Content(%): 5, � '/, Comments: Test Number: :;z— Location: 3g-f- • Elevation or Lift: ;t N— L€,14 11V 14S 6M1-C#- Sa6e,45E Dry Density(pcf): 110 . f �,CoF %Compaction: 7, / Meet Specification? Moisture Content(%): Comments: Test Number: 3 Location: 39t5o Elevation or Lift: F�M�+�S �ct�ff suBE Dry Density(pcf): q %Compaction: 9, Meet Specification? Moisture Content(%): Comments: Test Number: Y4 Location: 147--60 Elevation or Lift: a Dry Density(pcf): 1 56. 5 %Compaction: p , `� ', Meet Specification? Moisture Content(%): It7L. 3 ' Comments: Test Number: 5 Location: ,' 4{ 5b Elevation or Lift: a� (��; p ,gam L�l�l...e5.L r 5�/ Dry Density(pcf): % Compaction: /, Meet Specification? Moisture Content(%): (, -7 Comments: Page_T2 of Spector, Date Project Manager, Date Reviewed By, Date t 32 Discover Drive Density of Soil In-Place y Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcf): Project Number: 01-241.1 Required Compaction Date Tested: Tester: KPI•E7.Optimum Moisture Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 662 Nuke Serial # L-(6.2 Standard Standard Standard Difference Tolerance OK? Contact Count 173`/ 1661 1532 1 1720 1 -f/�/ +or-300� Moisture Count 16 '7r F243.3 151.8 1 1055 f/(o +or-40 Test Number: Location: 4% 0O Elevation or Lift:7-N LE�4�,"A}JS 6,91,Cq Dry Density(pcf): 1 Z Pam% % Compaction: O ' Meet Specification? Moisture Content(%): 7, 6 Comments: Test Number: Location: yS-t-SO • Elevation or Lift: a Dry Density(pcf): I/?,D, qpcf-- %Compaction: 9 G /, Meet Specification? Moisture Content(%): > 2r Comments: Test Number: Location: 4/77t9,0 Elevation or Lift: 6a Ski Dry Density(pcf): 31,p P6P- %Compaction: q , S/ Meet Specification? Moisture Content(%): Comments: Test Number: Location: 4�9-t 5-0 Elevation or Lift: GtLGH u gfic Dry Density(pcf): %Compaction: Meet Specification? Moisture Content(%): 4-/ Comments: Test Number: /Q Location: _f�too Elevation or Lift: Dry Density(pcf): a2 %Compaction: 5, Meet Specification? Moisture Content(%): s, 4, Comments: _7AJZq ' A?�J S9 S1rG605'�J 7g- 4 • Page of I pector, Date Project Manager, Date Reviewed By, Date Inspection Report ALLI E D ENGINEERING SERVICES, INC. Project No.: o•4;gI .o( Date: 5_15_03 Day: T�fups LA y Page --Lof S Inspector: K. k, C . Project Name: H6K,-fEn2- M� Time Arrive On-Site: `3 '•so AM Time Left Site: Weather C,/ Sunny, Cloudy, Rainy, Snowy, Windy, l�5 ' High/Low Temp. Other Description - -- P.:r�' c - Equipment on Site (description, hrs. operated) Crew on Site Notes �� .— ,C!�cta •�S!( o . 7-�Q�c+c sue . �� �r /00, I spector Date Date ET-/S-a Page of S Notes Continued � t .ZY- .,.2 �s a-loc —G �. - a g zl- 7P'4�bf' 5:30 -- 6..57 - Ox • S l5 03 flied Engineering Services,Inc. • Density of Solt In-Place 32 Discovery Drive � • Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: Baxter Meadows- Phase 1 Proctor Density (pcf): Project Number: 01-241.1 Required Compaction (%): 9 5 Date Tested: 5-I -03 Tester:l✓-E Optimum Moisture Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 66 Nuke Serial # L -(�(�;L Standard Standard Standard Difference Tolerance OK? Contact Count )703 1661 1 1532 1 1720 — (7 +or-300 F<- Moisture Count D5 243.3 151.8 1055 1 f q +or-40 Test Number: j Location: 302-}DC Elevation or Lift: 02 A-,J E 5;a66A4SF Dry Density(pcf): 1d_'7,(9 PCF- %Compaction: 476.7 / Meet Specification? Moisture Content 02 /_ Comments: Test Number: Location: 30 fi75 . Elevation or Lift: FF)2_4u5z5A/ AVE SaebP E: Dry Density(pcf): pG %Compaction: 77 / Meet Specification? Moisture Content Comments: Test Number: 3 Location: 33-1- J 5 Elevation or Lift: oL Atli Dry Density(pcf): i of 9.7 per" % Compaction: 9(, g% Meet Specification? Moisture Content(%): 5, 7 Comments: Test Number: 41 Location: 3'//30 Elevation or Lift: Dry Density(pcf): 17�7,b pGF %Compaction: Jpa, D- • Meet Specification? Moisture Content Comments: Test Number: 5 Location: 3 f yp Elevation or Lift: -E�6a5� f1UF 5u66/fSAF Dry Density(pcf): )53. 3 / %Compaction: 5/ Meet Specification? Moisture Content(%): y, Comments: • Page_3 of jaZ In pector, Date Project Manager, Date Reviewed By, Date • A�� �-(S-03 P,�l G�—71 o S Density of Soil In-Place 32 Discovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-51 95 SERVICES, INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcf): 13 ' pG` Project Number: 01-241.1 Required Compaction (%): q,s/ Date Tested: Tester:K,12,E. Optimum Moisture (%): Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 C662 Nuke Serial # L 64�;?— Standard Standard Standard Difference Tolerance OK? Contact Count /�p3 1661 1532 1720 +or-300 Moisture Count 05,7 1 243.3 151.8 1 1055 1t +or-40 Test Number: (fl Location: _-zl_e fS Elevation or Lift: Dry Density(pcf): 13 . 7 Pc-F- % Compaction: p, 5 Meet Specification? Moisture Content(%): y, Comments: Test Number: 7 Location: 5-rO O • Elevation or Lift: 2 F1__"&50I Dry Density(pcf): , 3 pCp7- % Compaction: 10/, -, Meet Specification? Moisture Content(%): �o. Comments: Test Number: Location: a Elevation or Lift: P06A?5 Dry Density(pcf): /3,2 , 9 pcF % Compaction: a.' Meet Specification? Moisture Content(%): �. Comments: Test Number: Location: tGYj Elevation or Lift: e.ZiP�clSJ Dry Density(pcf): /z,y, 5 )� % Compaction: fOJ, Y Meet Specification? Moisture Content(%): $, 3 �/ Ix Comments: Test Number: / Location: pZQ t 50 Elevation or Lift: Dry Density(pcf): f a, g P��C % Compaction: 2 7.G Meet Specification? Moisture Content(%): Comments: • Page of— 57 — I pector, Date Project Manager, Date Reviewed By, Date Density of Soil In-Place i 32 Discovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcf): Project Number: 01-241.1 Required Compaction (%): 7 S/ Date Tested: 5 -/ _z,3 Tester: k—e.E.Optimum Moisture Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 L-6 Nuke Serial Standard . Standard Standard Difference Tolerance OK? Contact Count 1703 1 1661 1 1532 1 1720 —1 +or-300 Moisture Count /bs 243.3 1 151.8 1 1055 f- `/ +o r-4 0 Test Number: Location: 19+00. Elevation or Lift: oL � (auSo�-► A1/ Su 1315 Dry Density(pcf): ;z pY-O=- % Compaction: 9G, rj Meet Specification? Moisture Content(%): Comments: Test Number: l Location: I7--56 • Elevation or Lift: F ¢(ouSaN f�t1 SK.BBI��E Dry Density(pcf): 13o. % Compaction: 7, 2 Meet Specification? Moisture Content(%): 7- / Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): %Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): %Compaction: Meet Specification? Moisture Content(%): Comments: • /'�-p �. �=�j �--�s—�3 Page of S I spate Project Manager, Date Reviewed B , Date 9 Y Inspection Report Al V aw, �1 • ALLI E D ENGINEERING SERVICES, INC. Project No.: D(,2N1.o/ Date: 5—/,41-o3 Day: HJEr�►.iFsb4 y Page _�___of—'V— Inspector: K.P .E Project Name: M z s rFWAS7—= -�' Time Arrive On-Site: 7: 3a AM Time Left Site: S:oe p/" Weather X Sunny, Cloudy, Rainy, Snowy, Windy, 7H��, High/Low Temp. Other Description _ PAC— C-A-� Equipment on Site (description, hrs. operated) _ ye vo FkL'7�T Ew-h' C-fllT `_E941-'> t,&-Ab6JC- Crew on Site �� —oP ST 7-s ag�a5 Fes•Avc SugB<rSE. Notes �rrD sue:6�*f75 f-eV4!;;,4VC su 8<rs� 73 o -- CT- ej v71- A -f-30 I spector Date Date -/y-o Page of Notes Continued • Jo 30 — A6,6- A. S ` la.''f BAG a o � • 3 • 3e0 LF 17. 5Awe_ �g33 sY Allied Engineering Services,Inc. Density of Soil In-Place WW, 32 Discovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC- Project: Baxter Meadows - Phase 1 Proctor Density (pcf): 13q Pcf Project Number: 01-241.1 Required Compaction (%): 9,5 Date Tested: S-/y-o3 Tester: K2.E Optimum Moisture (%): y Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 Nuke Serial # -��� Standard Standard Standard Difference Tolerance OK? Contact Count 171 1661 1 1532 1 1720 1 — +or-300 Moisture Count I07Y 243.3 1 151.8 1 1055 1 7,a3 +or-40 Test Number: r Location: q-t-5c' Elevation or Lift: I ' 5G4 E 3 Dry Density(pcf): a9, & PC-F %Compaction: 9(, 7 '- Meet Specification? Moisture Content(%): Comments: Test Number: 02 Location: • Elevation or Lift: Dry Density(pcf): , 7 perf %Compaction: 93,g X. Meet Specification? Moisture Content(%): g,7 ' Comments: Test Number: 3 Location: v� f Elevation or Lift: 1 F'5P6U5rnJ Aur ,WA04_5'—_ '-3 Dry Density(pcf): fF- %Compaction: g, Meet Specification? Moisture Content(%): 5, Comments: Test Number: Location: 02 Elevation or Lift: FE�GuSaN A v � �3 Dry Density(pcf): / % Compaction: . 7 Meet Specification? Moisture Content(%): Comments: Test Number: Location: 02 ­t p Elevation or Lift: AVE -�e811�5� Dry Density(pcf): j,37, ,Z PGA" %Compaction: /tea, Meet Specification? Moisture Content(%): S ' Comments: . Page of s-iyp3 nspector, Date Project Manager, Date Reviewed By, Date Density of Soil In-Place 32 Discovery Drive B Nuclear Methods Bozeman, MT 59718 y ALLIED Phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcf): )3Al fYF Project Number: 01-241.1 Required Compaction (%): 95/, Date Tested: 5-/y-o 3 Tester: Kr26 Optimum Moisture (%): g '/ Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 L 66 Nuke Serial # Standard Standard Standard Difference Tolerance OK? Contact Count / 1661 1532 1720 —� +or-300 Moisture Count /0.79 1 243.3 1 151.8 1055 d a3 +or-40 Test Number: Location: 527-tpz7� Elevation or Lift: SU - Dry Density(pcf): 3 %Compaction: p, Meet Specification? Moisture Content(%): 7. 7 Comments: Test Number: Location: 626+5j::) Elevation or Lift: a �J A • Dry Density(pcf): (r % Compaction: �o i, Meet Specification?. Moisture Content(%): 7. 1 Comments: Test Number: g Location: +e Elevation or Lift: AVC Su 61�45 �3 Dry Density(pcf): %Compaction: `J 5j, Meet Specification? Moisture Content(%): , J Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet.Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: // Page of spector, Date T Project Manager, Date Reviewed By, Date Inspection Report S i • ALLIED ENGINEERING SERVICES, INC. Project No.: 6t-;�14 1.O 1 Date: 5-13 03 Day: T4tenr56A)y Page -�—of-3— Inspector: k,k .E, / Project Name: SAx7ZX- MzAbMis Time Arrive On-Site: 7:3o," Time Left Site: 5P/y Weather pA,t�-Ly 61y Sunny, X Cloudy, Rainy, Snowy, Windy, ��' High/Low Temp. Other Description Ps#'6-= clae5w Equipment on Site (description, hrs. operated) C-/CT - ;2-3 5 C­ f-f CA - 5z'/5 Fes- ISDzeie- &J a/3 x- tt�- EX 3 Gxl-�- k&tF F- kIaU Ems_ Crew on Site • 1 -�P a -c�P.s � -Gfl,EaS�or�S Notes AvF- sum 50 - b, a e.a 5 IV 3 nspector Date Date 5-- 3 Page o2 of 3 Notes Continued • 1 15 :3c� �✓!/r(� �i, 'J ettil .ter u2� j , �r�-.� �tPii�zo r ,,/� Z/ Alm 4144 a , G a _ e � .23�� bP� nF.i_� ai LQR� c►�T ul�.2u�z2 3, ' s �2.( •t a � t a-� - Q,k)TY s c_F )7 516.175y Allied Engineering Services, Inc. Density of Soil In-Place 32 Discovery Drive B Nuclear Methods Bozeman, MT 59718 y ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcfl: /,2I> p-,-F Project Number: 01-241.1 Required Compaction (%): d _ 7, Date Tested: 5-13,03 Tester:KRE Optimum Moisture(%): =/S /. Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 c Nuke Serial # L- 6G a Standard Standard Standard Difference Tolerance OK? Contact Count 1661 1532 1720 +or-300 X Moisture Count /D17 243.3 151.8 1055 1437 +or-40 Test Number: Location: aq p-3D Elevation or Lift: -Fi /r-405c,N AVE , SuB6RALc Dry Density(pcf): I/(p-f5 pGF %Compaction: 97, /. Meet Specification? Moisture Content Comments: Test Number: Location: oQ'9+YO Elevation or Lift: FC-p-6u o A��- SU�AO-LE • Dry Density(pcf): 101,5 PGF" % Compaction: It. ;L '. Meet Specification? Moisture Content(%): 17, Comments: Test Number: Location: Elevation or Lift: Pt526u_sziJ f}\jE scA g Dry Density(pcf): JJq.7 FCF- %Compaction: 9 5, / Meet Specification? y Moisture Content(%): Comments: Test Number: Location: vt7t56> Elevation or Lift: FEp_6VSa7v AL)E- 5'ag"'-'� Dry Density(pcf): / _ �� % Compaction: 97( ', Meet Specification? Moisture Content(%): Comments: Test Number: 5 Location: 7_I /p Elevation or Lift: SU46�91.�E' Dry Density(pcf): // ,,2 p_c g' %Compaction: ,p/ Meet Specification? Moisture Content(%): s Comments: Page_7�7; of_3 sate Project Manager, Date Reviewed By, Date Inspection Report r ALLIED ENGINEERING Q SEF2\/I0ES, INC. D Project No.: of-,?ql.o( Date: 5-42--03 Day: MdNDA/ Page -J—of Inspector: K.R . E. Project Name: �_ Time Arrive On-Site: Time Left Site: 5 =00 P/4'k Weather Sunny, Cloudy, Rainy, Snowy, Windy, � High/Low Temp. Other Description Equipment on ite ascription, hrs. operated) CA-Y—e235 tf- V,%,v-o Crew on Site PIT • 2 / sv� : i7f9g.s BDsat, s� hIM s�`.4,P-T Sa-: /ofio 6n suQP�s� 5 7 . 17+-,26.5 6054-(- s .. WM Notes 50—?c\ t 9+3o &r55A-C-5 T. stiAew�E azl s Inspector Date Date —o-* Page of Notes Continued 74 $. 3 �P. lLz�J N � � b•-i p c a 33 ' - 6 tom • 3.3 0 — ���,�.� �� � � @ sc�1- is � on �_,��-� tea- _ .� Allied Engineering Services,Inc. Date o Page 3 of Notes Continued T -r 1 I �5 - c iJ, JbE5 C-- • 5, o 9 5,oo A s :" A4L4a �f56 217D0.Oq 7-1 T3,5 /0./y q5 g � LTp .%CAPS 17480,5 jo, 23 �� •5 _ )0,33 2r Nz'd�-coin( 0 7�p. GAPP D ------------ caA17�5 G� - L - — s C � s y 15 " P=f -2uN 5?- o I7 - 5 83/ 5 Y i Allies!Engineering Services, Inc. n-j • Density of Soil In-Place 32 Discovery Drive 'Zr"' '' ,1 , Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: Baxter Meadows - Phase 1 Proctor Density (pco: 13q Fc ' Project Number: 01-241.1 Required Compaction (%): qo-95 Date Tested: 5-J;I--03 Tester:YPE Optimum Moisture (%): Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 L 662 Nuke Serial 4 L -� Standard Standard Standard Difference Tolerance OK? Contact Count J•� 1661 1 1532 1 1720 1 — +or-300 Moisture Count 243.3 1 151.8 1 1055 4,2q +or-40 Test Number: Location: J a t Elevation or Lift: &OSAt, 57 SuE6PAbE Dry Density(pcf): )(`7, 7 pGJ� % Compaction: 8 / Meet Specification? N Moisture Content Comments: Test Number: Location: I 1+50 Elevation or Lift: gssg2� SuP,a�RaC Dry Density(pcf): 137,9ppF % Compaction: /o?. / Meet Specification? Moisture Content Comments: Test Number: 3 Location: / I -Foo Elevation or Lift: 6w1A4�E Dry Density(pcf): 1 ?-7. 8 PcF % Compaction: `j5 !�/, Meet Specification? l' Moisture Content Comments: Test Number: Location: JO 45D Elevation or Lift: B ; L 57-, sclg�, �E Dry Density(pcf): t 3,y LGE % Compaction: q a, % Meet Specification? Moisture Content(%): 3,(, Comments: Test Number: 5 Location: /2-f A5 Elevation or Lift: 805,G1,_ 7. 5o&;AgO Dry Density(pcf): 1;25-7 % Compaction: q3, S / Meet Specification? Moisture Content(%): 7, Comments: Page_of Inspector, Date Project Manager, Date Reviewed By, Date Inspection Report • ALLIED ENGINEERING SERVICES, INC. Project No.: 0/-AY[,v( Date: 13- 5- o 3 Day: y Page of Inspector: IC.jL. E'• Project Name: Time Arrive On-Site: 8-:oo Am Time Left Site: )a: So PM Weather Sunny, Cloudy, Rainy, X Snowy, Windy, y3 3a High/Low Temp. Other Description PiPE: cP-EW) Equipment on Site (description, hrs. operated) Crew on Site • �-trP5 Notes i h� �z: ,oc) A I pector Date Date Page o2 of Notes Continued Z d9 S QnJ a� - ell s- 03 A lied Engineering Services,Inc. Inspection Report • • s ,w • ALLIED ENGINEERING SERVICES, IN(--. B 5Gr Project No.: Q/a�/,v/ Date: -a-03 Day: Page__I_of_ Inspector: Project Name: Bfl Au&Z5 Time Arrive On-Site: 3 :(app Time Left Site: Sr)G P,-1 Weather Ga o - Sunny, � Cloud- Rainy, Snowy, Windy, 3`I High/Low Temp. Other Description Equipment on Site (description, firs. operated) t- V f.2 37 V©iV-O F-eaf-r 0� — Crew on Site Pr-PF- cAnOJ 73 -lif18 S✓ V-A' )/f9G souk/ -AL' s'-� : OW3S Notes 5C%"774 _ 930 Pee 1�0 sit I spector Date • Date 5- —p3 Page 22 of 3 Notes Continued ski J -f S/.S —4 ., fl � tee, 4v -zt s + .5 s l3fi 3, 'n� 'd�t.2_ C42.� .6� n.0-s✓ /���/�'i�4� GL�E��� Allied Engineering Services,Inc. Date 5-a- Page_:g: of Notes Continued v: is E 5 if- -TA • -7 l 99. � Jot+o 1a,7/ SG,9S leg" Pv� ss puc s s - 2 ,moo yE87 /7 pvc. 55 a M7- 9 F VC- ss Jaf�1 la,� y�g , yo "Pvc 55 G/Gg5,FO lay 7y )a. ig �687,5l g" Pic Ss l a�8 • S 9//z*4 o. . 2`j 1 " PyL st s (�Tz '1 / 1 7. 5 Ia,� y(o�� �7 -y ✓Ee�-ter �S� �a+93.5 a�` G 16,60 I`/689• D q"PUG sEpySc I 1 39 g7. S/ �$ P"C. 55 13-f J3,5 a�' G� 16.10 ,grq a9 1£ ''-1"PVC s ELI 13f 0.70 �-� Q,ur7s LF " SiJ 3� vL 8" 01.3 Allied E Vneering Services, Inc. Inspection Report ALLIED ENGINEERING p / SERVICES, INC. Project No.: b/-a2 yi.o/ Date: 5-/-03 Day: ZFw�st y Page of� Inspector: ,g�.R•E7. Project Name: Time Arrive On-Site: �7: y5 ime Left Site: Weather 5� Sunny, X Cloudy,-4- Rainy, Snowy, Windy, Ho' High/Low Temp. Other Description Equipment on Site (description, hrs. operated) C,477 8G0 19/3 s� UoLUd 1=_0y1J"r 'F� 4:�;47_ L7 0=_ Dd _ Crew on Site a.o Sj7j9�-T STd� '. 1 b-f 47� soclTi'/ PAC S8 -�L 5/ T spy►: f�� 95 5u&eAS_-_ R�L1D s2.Notes s�rr �r3au€�iT saw Rio _ a, ,� v - ii Inspector Date Date 5-/-o Page Z of Notes Continued AC AZ- 1 o• l o - ((J77u��ru�p�L�®® ,, _-� tira�-:l►r/ _ e/- '� ?/yl�Cra ���7.�/- �- �c..� D-,�t,e�,,i. .rG.e.�Lh. ,/�`�G[— , .Y�Y�Gf�- .eG� �•� ,.i,/�,i' yrg,f� ��! k.fi�.., s Cc. e_ ° �a -x Poe— Pam- A:.� o� 5 9 >:. - p Allied Engineering Services,Inc. Date 5-f a3 Page of Notes Continued l : 30 PNl pON-SS oo 'A-M a; PM PAsS -76 Ya 23,73 a 1 +off 12 , 33 Puc ss II ff� 1a, a3 � c/6 , ab PL)c ss I (f3( { i;z , ( 3 �� y68"1a, 3( �� S' Pvc. SS I I yC> I' B , 7E 1j_ y" Pvc sv� � I I1fHy la,a3 I yG�a�.yd ��g� PUe- ss ji L57 1/ t-7a 11 , g3 �lGg� G� { g" ss ley"Pvc 06 5Y- - b L� - S" 35 — ,�- � Allied Engineering Services, Inc. 4 Density of Soil In-Place ,`` 32 Discovery Drive Bozeman, MT'59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcf): / / /qL1— Project Number: 01-241.1 Required Compaction Date Tested: s-/_ c 3 Tester:l�,2.�, Optimum Moisture (%): 5 -G Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 L-662 Nuke Serial # L -(o6� Standard Standard Standard Difference Tolerance OK? Contact Count /7y0 1661 1532 1 1720 or-300 Moisture Count 243.3 151.8 1 1055 3`T +or. Test Number: I Location: I 9 tA15 ��U�fiT� .�l 5ClF3piA5E Elevation or Lift: gZ-- Dry Density(pcf): /3$,(o PC—F % Compaction: /0 Meet Specification? Moisture Content(%): Comments: Test Number: Location: iS t q0 :=�5 1-W 5;4661?6 Elevation or Lift: ;2— Dry Density(pcf): i d_q . 8- PCr % Compaction: 6_q�% Meet Specification? Moisture Content(%): g /, Comments: Test Number: 3 Location:_2p f a5 19 ✓ Elevation or Lift: Dry Density(pcf): /q/, 9 1 GTF % Compaction: /0 Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Page of fi In ector, Date Project Manager, Date Reviewed By, Date Inspection Report • ALLIED ENGINEERING SERVICES, INC. ProjectNo.: O/-,,7K/.o4 Date: Day: Page of -S Inspector: K.P_E . Project Name: j�i2 Time Arrive On-Site: -7-3,::�, M Time Left Site: Weather Sunny,_X Cloudy, Rainy, Snowy,_Windy, 50�9° High/Low Temp. Other Description PioF, �gzJ Rarki� ,� Equipment on Site (description, firs. operated) /'L rG F_X "Zooz'-_ �i�,�,f�, VoG-VO LAMP T,2-MCie- VCi-Vo F,eWr—,E)VL 4eA4--?-- Crew on Site € � i7__bbt� c S�tl�i 5v7a 10+0.7 �'KITFf Pf�R K S�wE2_ `5T7 Sri74 I ff*7 S �-4 Su oiLz�5v7� ./o r o 5eu77F pAR_e 5rwa2_ Notes XVn 57;19. l Q•t 9 5 EWe-_- 7-s-uAatS� 0 7: B�- 3e_ 13-1-75 TOO 94-75 071 111r5pector Date i Date - D-D Page o2 of -5 Notes Continued o: 3o-- z is a n ,(� 5;M-y- /9"-475.E Ot .p Zz . Zec Z 2,00 Q- A, Z5-'-7S 7& Gz� 4XI Gt.�/�Oitf�t1- ,nir �f~1�P/tiN�G� /� �02 trr\ I3ettilll� e� B 2 /8 -1 .� - o Allied Engineering Services,Inc. Date 34-03 Pace 3 of Notes Continued T L r`5 - ✓: DESK y�98.17 13. P 7 VE -T- QV(N Pv,,-- 55 a to- dz Y 2,6,a i P la.-79 <rG 57,3 n + 5 0,&.1- Y6$5,5-5- IL9 9.2 F4 4 L,r-" la•a-1 8�_2 S '✓G s ' I — D LF— -7 C' I I I I I !Allied Engineering Services, 117C. Density of Soil In-Place 32 Discovery Drive B Nuclear Methods #MMXJJ i� : Bozeman, MT 59718 y ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcf): /36 ,--/— Project Number: 01-241.1 Required Compaction (%): Date Tested: y_3o_o3 Tester: <p-E Optimum Moisture (%): ?? Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 L-662 Nuke Serial # Z - Standard Standard Standard Difference Tolerance OK? Contact Count /61 y(0 1661 1 1532 1 1720 - 7y +or-300 Moisture Count TJ 243.3 151.8 1 1055 +or-40 Test Number: Location: /37+75 QuF'S7�?_—AA1 L�►NE Elevation or Lift: Su E Dry Density(pcf): -7 PGF % Compaction: ,-7 _ Meet Specification? Moisture Content(%): S,y</ ' Comments: Test Number: Location: /(ofi So F G�S�rU A✓�- Elevation or Lift: Dry Density(pcf): )/3„5-8-- Pec %Compaction: N ;4 Meet Specification? VIA Moisture Content(%): Comments: -:yasT 1. //�yiXE 7 Test Number: Location: 18 t yp F7G7u 6�sy/ tit/JE Elevation or Lift: 729P o� Dry Density(pcf): IA11.6 % Compacti6n: /D 4/, 1 '/, Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pco: % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Page of I Spector, Date Project Manager, Date Reviewed By, Date Date Page__5; of_ As-built Drawings )5 P Til.�r..ienzre !s°'s s 2�e�-r.�su��• � 3't�2cr.�- i S✓?�i�NS 57,9 �R�/5 0,K. v L w v 1�I Allied Engineering Services,Inc. Inspection Report ALLIED ENGINEERING SERVICES, INC. g5G ProjectNo.: t�j_al.ot Date: Day: `Ti4E.5DNY Page of� Inspector: . Project Name: gkx7�iyr-�,De�,cs fl�tsE=� Time Arrive On-Site: 7.'3D 1 Time Left Site: S: 1,5 P1 Weather o Sunny, Cloudy, Rainy, Snowy, Windy, 133' High/Low Temp. Other Description PzPec c-Ae;,J Rom c'4_E� Equipment on Site (description, hrs. operated) iJ g-- r�ueE�— P-9MAt r 13t� 2!3 SMeea (Lal � baz�- Crew on Site 3 -lit3g5 �/-o Os Notes r�tn s7?'� dy -ppu��st. � 7:3 D — ��,,,�„c/rr,1- t.�� �.�=•-�� B SG �I..�ics�clro.uJ �- T�o n�, e a ; ,fie .- J - _ I pector Date Date—V-,')-?-4 Page_ of Notes Continued • l D'3D — ,Lh�- /Lez[-�_wee 4) ��,srse�e��- �t2�e� ��g�ii-���-�C(�-. AV s 7� Amen Z't� i i. Rif aax.4 2 a F " �--ba -- �2_ �-�-� c.�,ecJ .� �� � STD a�/� �..,r�� �u��l✓ �® �-.✓� A� �LLi1- !�t,+l:�Gt-�tt'107'� .fs�.�P. N Bs� yoa- - - J /':z Allied Engineering Services,Inc. Date Y-22-d3 Page_ of Notes Continued • N AGE S L'T—( 7:3D PfF55 Mfr �i 37.30 6M P455; 1 --3 0 AM PA la:as e-M 5 y,5" M t+ /0 9 : 0 1 : D P/I PA-55 tt" Mq 66- 7 : 36 P P N� S L — " 8 _ • Allied Engineering Services, Inc. 32 Discovery Drive Density of Soil In-Place / Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC, Project: Baxter Meadows - Phase 1 Proctor Density (pcf): 13 y A� Project Number: 01-241.1 Required Compaction (%): 15X Date Tested: N-,11 - 03 Tester:Kp-& Optimum Moisture Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 L-662 Nuke Serial # -GG Standard Standard Standard Difference Tolerance OK? Contact Count 1661 1 1532 1 1720 a8 +or-300 Moisture Count 243.3 151.8 1 1055 I +or-40 Test Number: I Location: o23-t 75 zEZae a '- 14 Su 66ASE Elevation or Lift: Dry Density(pcf): 3p % Compaction: 9-7//' Meet Specification? Moisture Content(%): g 5 ', Comments: /y,4, t_ s WET lam, Hog-E -rql ! 5.7 35 / _ Test Number: ;;-- Location: 'Z3 t Elevation or Lift: • Dry Density(pcf): 1 a,g, %Compaction: (, o y', Meet Specification? Moisture Content Comments: Test Number: 3 Location: 0Qd + 5D i✓4u�����.1 Sr��S� Elevation or Lift: ) Dry Density(pcf): is 9, $ % Compaction: Meet Specification? Y Moisture Content(%): 9. 3 Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): %Compaction: Meet Specification? Moisture Content(%): Comments: • Page of-7Z -"'Iro!rpector, Date Project Manager, Date Reviewed By, Date inspection Report ALLIED ENGINEERING SER�/ICES, tNC. �5G ProjectNo.: o1-ayi.o1 Date: y-,;2$-03 Day: lycNbb4y Page__—of�_ Inspector: Y.2-E7 . Project Name: M.� ) Time Arrive On-Site: ime Left Site: Weather Sunny, _ Cloudy, Rainy, Snowy, Windy, y� 3� ' High/Low Temp. Other Description Equipment on Site (description, hrs. operated) &�1e wlor_ C477- /-57 01 Bt�M BAJ �13 �1'�Th` x4w-�� Crew on Site G� • — � —oP5 Notes E 5vr+ oo ��acE�- saw LG- c (A -1' 7- 02O J Ala rix�4s ld � 1� 'L' �Z td � Inspector Date • Date L/-,25-o Page _of Notes Continued jF •.car�"���"J/f� �LIf1LrJ/ L'�I�P�K� .lA riLt��* /?� J���Q f-�a - �..� ;� -- � - 3 sn. /�.e_ �.��1.� � ���.sue.•, 2.0 3 0 a� G_dAW s� ���(_�/L—/1 �E���A�/hA� ��4 i"s--ci.s(�F—J � L�iaJ /'�^'•i�-� 5:32 - 3e_,a..aec � ,,, ���a��. � �4 4 41 l- 444 d �c��.-��,Z`�-�2�-dam �'...�.•�`�t-�/1 o, hied Engineering Services,Inc. Date *e-7 Pale of _ Notes Continued I AIg4aL-� 57AA7- TT/M ,moo PASS Fi7tL PI 1.4 f=6-1 I ;/5"'A 3 : 5 PM �'ft55 N -a--- ). ;10 Pl' 11 i o pM �A s5 M 14 �"p m1 LT- 2 3.00 Pm g M _M14 FG-3 3 ;3DPM � M M PM 75a �- t ' �s 6 � f► — — � 3 L� - c2o L� �' Q 3 5' • 17 L Fea 3& {)gip B 35- - � i 1 I Allied En;iaeering Services, Lie. SANITARY SEWER AIR TEST REPORT f,�so1v AI)E Alr tt, ST. T Project Location: y� Tp�, 3.> 6�iJ Project Dame: /y L Inspector: Date: y-a 03 (Print) (Separate Report Required for Each Test Session) TV Inspection Required7/IM'No Mandrel Testing Completed? Date Completed or Scheduled: Station Total Test Time(Seconds)for Pressure Drop (K Manhole,) Main/ Size& Length C' K' Shown(psi) Comments Lateral Mater.al (ft) From To Required' 4.0-3.5 3.5-2.5 Main �o� 39G ' �.g`/53(0 /�27.ak _7Ho.&o8��Z ,5P5` Fail Laterals y b y / 0. 99&2 )l3.3y11 5-a0,4a<_ ------ ----- -- ----- ---- -°R- Totals a.035(o 71/0.409 171fCF6-/� PLa Main /oZ* �95 � 0,1VZ7 309,88 / °' �Ko2 3,5ps6-1 as ail �a+BD•� /�7 83,U Laterals y°s lea 0,/58/ r7,L75A z>7b.37se� Totals 1,bGG$ 3-74. 5.1qu. M4(MF6 M14(87-1) Main g a09. a-" 0.6y710 1N6.57,28 r . 3.5 psi P Fail STA SrA Laterals y /t{y.0 I 0. a5.3�`1 34'383 1,2r59.a /Hr7/,H ------ ---- -srz- 575 Totals D.87o702 171.9168 5 y3,,ti;� Main S� aa1.H' 0./-8855y 155•W56 at137.svr� - 3.Hp5; ass Fail 13T6i Srq Laterals r 311.73> p.a7 9 3/.ta8 5,a5 Totals 0.96755y 18 .5y`�o' 5. > For C and K values.see table and formulas on reverse side. 'For total CA'A test time(seconds)required=2 times K For total C>1.0,test time(seconds)required=2 times(K/C) TEST PROCEDURE 1. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. Increase the test pressure by 0.433 psi for each foot of average ground water depth over the invert of the pipe under test. 2. After an internal pressure of 4.0 psig is reached, allow at least 2 minutes for the air temperature to stabilize, adding only the amount of air required to maintain pressure. 3. After the 2 minute period,disconnect the air supply. 4. When the pressure deceases to 3.5 psi (or as required due to groundwater), start stopwatch. Determine the time in seconds required for the internal air pressure to reach 2.5 psig. If this time exceeds the required time, the test is successful. • ACCEPTANCE: The tested sewer section shall be considered acceptable when tested as described herein if the section tinder test does not loose air at a rate greater than 0.0015 cfm per square foot of internal sewer surface. Inspection Report AV 4 ALLIED ENGINEERING SERVICES, INC. 135G- Project No.: &-aZly(1 Date: Day: F��r Page Inspector: K, . Project Name: &r?,� Time Arrive On-Site: 7, of `'1 Time Left Site: :d3c) Weather Sunny, Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Description Equipment on Site ( escription, hrs. operated) Crew on Sit P��_ �� • � —o � a -G�85 Notes a — ort ` r Inspector Date Inspection Report ALLIED ENGINEERING p / SER\/ICES, INC. Project No.: 01-a.y/•ol Date: y-,22-03 Day: 7-14E5�4y Page I of�_ Inspector: K ,K.g- . Project Name: &$� �S r) Time Arrive On-Site: Time Left Site: .5: 15 P M Weather PkR'n!' ./ _X_ Sunny, Cloudy, Rainy, Snowy, Windy, 6 '41 ° High/Low Temp. Other Description e-=RE-- Equipment on Site (description, hrs. operated) V411--vo pu P 779acK a 5 G e /1 I ee�x- ao��c .� Go d. ( � � 6 a 7 B 5,f~EW-!S� Vold FX OYI 4�-� 4­0, t-- _ G Crew on Site • -6�S Z 70 3a EQ uz--,;--- D sv�a 6+ 9-7 crcrG4cL_ S•D. Notes Equr-,T-- suAj�- � 5;29 .r�� =y�ss•s ' C19-W AA JV fs spector Date • Date as -� Page o2 of Notes Continued m) 30 — A�- c c4a.-, .emu,ter/ o py� s� -61 s--- - o S oD - ' _ • Y 3: 30- .J.CQ//Lo��Q G o- 1 ; boro�c e- a•+e•w�`cTd o�� .ec.�A� .Cow ,cec,,.� �,1 / _�Aa Allied Engineering Services, Inc. Date y-tea-43 Page -3— of Notes Continued -T +- C 1.0 3 g ,13 n 6 70 7-C4� �Ilogl. �1N of-3.5 x�U ja'Cs, 7,63 7. 50 'l(g),(o3 11�— a-2"pep SL !o-r 97 7�/7 m r-H\ ' —a I — — I �a�}Y 4NTY5 � sow'3S aZ7 10 f 1 Allied Engineering Services, Inc. Density of Soil In-Place " j 32 Discovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcf): //S K,c Project Number: 01-241.1 Required Compaction (%): 615 . Date Tested: L/as -G3 Tester:x,k.�_r.Optimum Moisture (%): Daily Function Test (on calibrated test stand on concrete slab) A-770 L-292 L-662 Nuke Serial # L - 66 2 Standard Standard Standard Difference Tolerance OK? Contact Count 06 1 1661 1 1532 1 1720 1 — /y +or-300 Moisture Count /Q 713 243.3 151.8 1055 t3 +or-40 Test Number: Location: f (j SAL 5T. Elevation or Lift: Dry Density(pcf): 11.7,& % Compaction: JD2,3a Meet Specification? ly Moisture Content(%): lei,27 Comments: Test Number: oz Location: 1(,415 gory L 5T Elevation or Lift: Dry Density(pcf): /10, 1 % Compaction: cJ 5. 77'/, Meet Specification? y Moisture Content(%): Comments: Test Number: 3 Location: 15-4AIU t3GSf1L ST Elevation or Lift: Dry Density(pcf): / / 7 % Compaction: q ,/y/_ Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Page of /Inspector, Date Project Manager, Date Reviewed By, Date Inspection Report • ALLIED ENGINEERING SER\/ICES, INC. Project No.: D1-ay%. o( Date: Day: MIND-4Y Page of Inspector: K. K. . Project Name: &Oie-= Time Arrive On-Site: 7.•y5 Time Left Site: 5:/5 AM Weather PAPTLy _X' Sunny, Cloudy, Rainy, SnoAy, Windy, y0' High/Low Temp. Other Description CA E� GR Equipment on Site (description, hrs. operated) i- 'E7' yalwo .N7 F7 Crew on Si • 02 -y�5 /-ems P Notes JF— lee- f9 � y"Pv Inspector Date SDate 4/-02 - ,Page o2 of No Continued m �G ` 15 r5 . 1,2�fO— A�BSI cn� 3:30— t - 5 14_ /:�t Y� A9; A lied Engineering Services,Inc. Date —q Page of N�Contimied c AEs C- 9lP (v 9(0•!v d > � 6 15JAI 4 fo8 M N� /yf 7d t�75 l6 gy. 91 L- gg-/ rivi,6er 'W7 w� 90 -1 rN v 7 XW E) )slag F6ee 6g7165 IF y"pv,- RvrG� 15I 15. aZ 3 �S"PYG 55 I s�y7 y 5g yG S5.5g3 S'P vG 7, y,- 15t�n y �W/75.7d IEg' vG 5-, y i y 0,2.g 1 _ k6%.-70 /(moo C7) ist-7-3 Is,o ybgs-77 S �-5 ''-puc- 55 �1 as 'pvc- ,o( 57,75 g yr' P ��- ll•79 �g o II�g"Pv� ss lyL 9 16+35 /y. 56 WgS , 9-5 1 g "PVG 5S j3 sg la. ,/ l� y" P c s�vzc5 • Allied Engineerin;Services, Inc. Date -02/ 03 Page _of Notes Continued o,(ve'') 10t , ,> 1(e too • y7oo.g( H.C> J07. 4E5r lyuA 16-07 l6 6f-F-7 .73 IE5" PvG 55 iy ,7 � S ur YS I Allied Engineering Services, Inc. Inspection Report ALLIED ENGINEERING SERVICES, INC. Project No.: Date: y-Z7--63 Day: -r1fu,P-5 Y Page __L_of 3 Inspector: K• R.�, Project Name: AeZM L''J l Time Arrive On-Site: 9;3g) Ti e Left Site: Weather 5 Sunny, Cloudy,_( _Rainy, Snowy, Windy, 3y' High/Low Temp. Other Description Equipment on Site (description, hrs. operated) Crew on Site RzPF— TDB T�� 3 -ems 1=�8 /y+7o 8os sr- s5 Notes 7:342 � —4�p 3 Ad fall 4-/7-o 3 • tKspector Date Date —/ Page ;2— of 3 Notes Continued Ad "Eta bad A&C'Ed z a zo- ?;(� L 64�'e� J .co 3;4e-- 6z- 1 s An T�rrs a N�s 157 G,c_ S" 1Vr!:* / Q05-fG s�— i,Zgg" Allied Engineering Services,Inc. Date Page 3 of 3 Notes Continued T T- I F5 t= ✓: AE�5 C-- .�� �6 ,�� ��I �37-•70�gosaa� 1 13�3a ly,oa` y6 8a.59 I� g"PSG ss �3 (� 3�y-5 i3.81 y� �a.So l� g"ovc. Ss i3�3 ® 3 Oo g,.P✓e 5-5 1a93 5.0 J� Y''PVC 5&evrc-- 7f �3•y0 a( 3fi81y s go 7,.9(L-) IV,76 W�7 CD J3�97 l�.gs yl$3,6"L- S5 Jy l .77 I/"P vG sepuze-E lyta3 1�.y� y�gy oy I� P,�c_ ss y, a:k-- 7GY, ?7 yG q&,75 AE5-1-1/'vl3 6/1 PvL -1�5 soo?WZ�6E A/4 7O y6 3 y,'E Mff(M f) "VE*-T-OU7—(W fofo l.s HH(BF-t) �vvE�r�N(N) d �( -r7 ,=aHied En-in eerin,Services, Inc. Inspection Report /' ff • ALLIED ENGINEERING cc SERVICES, INC. �j Project No.: al-,2q/,p I Date: *e—/6 a3 Day: W�1 6_41 Page __t-_of, Inspector: K.2. E. Project Name: &6j0 /Vg;h a -s 60igc- s) Time Arrive On-Site: 7:3oA2!y Time Left Site: 02 :DO Weather PAwr�y Sunny, _ CX Cloudy, Rainy, Snowy, Windy, S � High/Low Temp. Other Description Equipment on Site (description, hrs. operated) UoLI1e Crew on Site Notes 30 Ile - ' s Ale- Owl ✓1��/.Gr�+.e, 1�i�ll/ �f,� _ � r„scns� � 1.�.cst., i�l,.A� T" ,7 a/ 3 Spector Date . Date -13 Page 2 of z Notes Continued Awl _d Allied Engineering Services,Inc. Inspection Report • ALLIED ENGINEERING SERVICES, INC. Project No.: nT�y(.Q{ Date: J//5-c3; Day: 77.(j��¢,K Page 1 of Inspector: .. F7. Project Name: &q►ls)Time Arrive On-Site: 7a'3 ,4M Time Left Site: / : 14S PM Weather o Sunny,_ Cloudy, Rainy, Snowy, Windy, t� 3D' High/Low Temp. Other Description P�f'>� c�tJ �-atrfl cd�yJ Equipment on Site (description, hrs. operated) Crew on. Site • -ToDf I o-Ps Notes COAl D Ins ector. Date • DateG/ —o� Page of Notes Continued • o:3 D 'b - - - g. •� w o-?. - G•o.B . l a:caD �z �c G. 0 e, r 77 .D. t Allied Engineering Services,Inc. Inspection Report f f • ALLIED ENGINEERING SERVICES, INC. v`mil ProjectNo.: 7)1-,2q.0( Date: y-/y—o3 Day:_/ OALN X Page I of Inspector: . i2.E . Project Name: t�55 Pfl�tS�= Time Arrive On-Site: ,7: Time Left Site: Weather e Sunny, _Cloudy, �'Rainy, Snowy, X Windy, �9 d° High/Low Temp. Other Description Rx:�P,5 Equipment on Site (description, hrs. operated) VOG yo PA"JT—aML, Crew on Site APE � � - • 7"aDL� -3-��.� I aP 5774: Nff (�—Y Fes• s1� e!F�w D s i�q : 1479 Sp 7%1 s1) Notes s; ';-. "-- � nspector Date no mr �J /ice _/.i .. `a_� './v../ ✓/..:� .1 � � /.�.i/ i i / L ", Aw ro Li%//, i/ice ✓it svi _// _.mot/vas ate/ `, `./i . -tea. /.. !I �L.�wIM ♦. '.�-�ii • Date Page3 of Notes Continued 41 APALIJ All 57 C 3a GP M 64,4-VE !lied Enlaineering Services,Inc. Date Paae of • Notes Continued y7ol. 38 1 +so.s g. sq 01.2. 7 lE s-L lF- a � s� VI ,5 It7F3 g,17 yG93. aI /V1 6sq-3 Y ti�—(w) 9 t7,7 g- 11 477 2 . yH alif s 3� surf �5 y6 f/,o -7 b © 7./.s ��g�, �7 i� is 0 C 6 r- 1,2 W W O y� 7 O. 73 Allied Engineering Services, Inc. Inspection Report ALLIED ENGINEERING SERVICES, INC. Project No.: Q/-Z41, 1% Date: /D 0 3, Day: %�U2S Page i of i Inspector: .J-M Project Name: P4,cro4 M E R o® Time Arrive On-Site: . o.A Time Left Site: Weather ,/ Sunny, Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Description Equipment on Site (description,hrs. operated) // I-TAc H i • Crew on Site Z or«fa,A -10�.S Z L-,r00a Notes A 7-• xd Ira J Z P-5-9 /Li tq/v i 7 o,c_ STXe '_'- - Z- !7 r-rc of ot e-,r--o G-4T- T-A#L— r DA J /S c'a f!A/ /A! �O -r `¢��vt �a +�J i Z� r ; In ector Date Inspecdon Report ALLIED ENGINEERING SERVICES, INC. ProjectNo.: 01-.21-11.01 Date: 9-03 Day: WF_ Nezibq,X Page of Inspector: K,f . E. Project Name: Time Arrive On-Site: 7: `t5,1-M Time Left Site: 5-;/57 P,0 1 Weather Sunny, Cloudy, Rainy, Snowy, Windy, 30` High/Low Temp. Other Description PLPE Equipment on Site (description, hrs. operated) EX 2�LG ff�E 1 �3t� EX 3m u �E Crew on Site ! op AL -4h-65 Sp7 --sv�9 : o-r as.s f � r sly 5z --sr7�J .1-114 G�✓� SD7� J �a.S �auv �rt�y 5p Notes sue: MNCFG-/o �� � Sb 5� 07�.25 :Do- _ !5" jo ��pvw �.� eiAArP� 3 Ate- � ��,,�v 77� spector Date Date Y- �� Page 2- of Notes Continued • o, 30-- — euS Zes " LIZ- I o�'•OD•- ���G" �/1�,s-� Gee._ b=�e�-�o-�f�. 7�a ,�f I-- � L/.��-r L� - GL� arc Id7 �� I I 115 PM . 5 0o g l.�sU �,� e ,�►mot' . xA;k 49? 3'30 `' 1 Allied Engineering Services,Inc. Date Pace of Notes Continued T A� LJ, bES� Df a5- 5, 76 4/;,?0.75 1� r 5 � 513 o l a 7.5 5. 50 !qo M!4 5A-a zm vE9a--ouT(w) a �.g 7 Hs`�,-a.1 sump O f 30.5 5 0`�5 2 ot3.5.-5 � M" 5 l��a"�P SD gr 97 yG11. 5 �� �� '' _J16 9/. 97 gcP s.6 3r97, yo 11-1HK�3) 5lb- 93s 17 11,699. 1� ��'' 5 i 1t3 .5 y,og y�9a . 6 ilia " Act N � Allied Engineering Services, Inc. Date- - t- Page of Notes Continued S-rA 41E-5 �/. O(o AE�zB N -a- b+o/. 5 7,NZ- p�N 6 a TMU507%sA,�W) o .5 7,P3 I a" Re.P 5 L3 _ o ota5.5 -7, o6 yG75. 71 J�F- ra" Re-P s- U a,r 17 4/�.75.$d tf. la'� / 5b ,to �-D —�-- — N I • 1 Allied Engineering Services, Inc. Inspection Report VEM AJ WMIM ALLIED ENGINEERING SERVICES, INC. 8s�1 Project No.: pl-.ZNl•o( Date: 4-S-03 . Day: TtiC-Spf+)1 Page_ —of:_ Inspector: ){, K . E. Project Name: g4x-, - Time Arrive On-Site: 7.' 30 A741 Time Left Site: 5:00 PM Weatherc� X Sunny, X _ Cloudy, Rainy, Snowy, Windv, 34_ High/Low Temp. Other Description Equipment on Site (description, hrs. operated) Gam- o23SG f�1G ff� e-7 Crew on Si e 5 : 5t'15 FC- us� E • s� NotesD 7: 3-SD D _ 5 5 �o e �/ nspector Date. a Date 9'--F=vf Page ;2 of _ Notes Continued 0:3P— G- 1 a'y 5— &s& 6Ie41� -el et 11 T # Jtx v Allied Engineering Services,Inc. Date �-$`-� Page 3 of Notes Continued G� 9--e'-3 @ afJ.O1. �- a7o Allied Engineering Services,Inc. AE-5�T-I-Ie46 �114 41 qg 07 5a",fp 4 d1' 4 F7, PI -f.2 7 #135 -7.57 a,/ a WFI q 7 )F- 7- 77 6-7'15 79 7,3( Ae?o C_3) ®r 6.17 u —(Ai) -T-W(2:-- • Date g--o Page of_7 11 5r� 'J / - �S � Left Notes Continued Sgur� AGG�y 57-A E4,--.V. Esc 0+17,5 6 X G9o. 53 l�ice" Pam° s� yL o4tass y� l�G910 7 /-5 q f t � p � I ! i I F 1 t I f Allied Engineering Services, Inc. c7 T /5 L>,�Al 60sAZ— S;— L F 5 Tr r- 5 c�4 -75 A4,21 37 (aA- � 379 77 +.g5 5 73, iL- EF Hil IF b yell 7 56 LL 34-�l .5- 71 &S rr_ sump 1-10,ee(IYY e5--6 6 � 7, 6,2— 1Z/9"P-C-,P -5iL j7 77 5ur,-ice1, Inc. • :7L - _ 7,1/3 025 -7,PyG9r� yd2 1 a_ �c P sly • Inspection Report f, / r \ ALLIED ENGINEERING SERVICES, INC- ProjectNo.: 61-zy1.01 Date: '/-7-03 Day: /yoMNAI Page / of to Inspector: K.K.E• Project Name: Sq�ci�frE7►t�avJS p��s� �) Time Arrive On-Site: 7:,;45A-M Time Left Site: 5 ,ISPM Weather 5 D/ __ Sunny, Cloudy, Rainy, Snowy, Windy, /�� High/Low Temp. Other Description Equipment on Site (description, hrs. operated) C*07-- a.A5 G /710-E: V DyVtf) Crew on Site 5zA :3.J� �-= use P-�—. � Notes e- s-vt : +a5 Ba��t� sr p r / GO NI BS - DT_ aS/�J�� A✓+P� 3 �.t�J�-r�" DC.D-iirrL /�ii�rc.., 4�C� cr'� �i'lu�t . 0 nspector Date • Date y—7-a . Page a of Notes Continued 14 �- f, . rrrt S + /[3s 4) (gam_ S zw: a 5-7 w f5�• '� - 47 Allied Engineering Services,Inc. Date Pace 3 of G Notes Continued 13 r-- oD 04w-'(. 59 �� /5'"C� 3 s� i�? s - c-577 o2sS L-F io?"�it-y5.5 � S�� s����u �s�-LST•. S T Allied Engineering Services, Inc. IF 7 Aclz g. o6 YG95- 37 If H&S5. 75 — f� (g,. S D 7. 73_ �f�8� tea_ lT �g� �n 5� f�a 7. 6F 11695. 77 )Z %8' P-e-P S-D -7- 3 y4 95. l f7( 7, 67 yG m 'Sg l+S� 7. 5� y686. 93 ) l8„ ��� 5.A W,(09 yloS6,15 +1E /g„R-c4' SA - • T `� ---------- ----- --------,--�y�_—��s�•ya— «ems � s.�---- IS" gc-4z, sb �/&9 5. 9 I- ------ tea ' 3-1 st • r�l 3+yy — -- O .o --- OW — -- 0 4/ 4- ----------- #4?F. /(v MH 7-71 0/4 0. 5- R e54 019,5 77;2- 50 Y,7,5"1 b5-7 vEer 7 (S 01 PT.15 15- 7 _ SUMP 116-grS-3 0 15 �:�.E73.0 71 IES 37 fi:- /5g -7,7 )4 gq,0 7, 71 15 F sb 13 6 07� IL \1 Cl\ Inspection Report . ` ,. " ALLIED ENGINEERING SER�/ICES, INC. ProjectNo.: pI-2�.di Date: �{-3-v3 Day: 7- �D�4y Page of Inspector: K Project Name: 66k7E�2MC-Ahws /� .-- Time Arrive On-Site: 7:45& Time Left Site: S :co P/"I Weather Sunny, X Cloudy, Rainy, Snowy, Windy, a�` High/Low Temp. Other Description P--P E C'fA� R car,J Equipment on ite (description, hrs. operated) G47-- S Gr /-ADc EGG- GA-T-- !G � va-Lyo -�s� Crew on Site Pj-P� �4 3-G�tBS a- �E35 sp a,-7`s779 Zk/; s . /'9ff Gst r�� GA Sso AVE- Notes n vo Sv^ : 1+51, 5 � �€ v /l'J�/_PAS 09 D�C�i.=sl 4 3 Bo - 46 z • �d��G�- �r� �3--a3 �.� saw- : �-r-Sz� f3D8�-- S.� Inspector Date • Date �/-3-e3• Page )- of Notes Continued C-1 If w 8'� I : ys Rom Or-�;o,,. Ov,- -b 4--e, 4-nk�_ oo e-c iv a Vie 4-� . Px scAl (IA P w liras IL�t 3 6- 44eL� of 7 '�ex�Svc Greer Pr�px,s.,vie. �-0 5e,� �C9 • z 3�Ib 6oSa.\ lirfJ..L1 /u� Sa-w,�-ibh l t'SZ InDa�.t� w�,�•{- y.,t�v-��_'f FP'C4ySu' Cr w Vp, F•(- .Z SeA Wii•�n (ZGp iw �D 1rU- U800 • ova heA.�:� S��•1-�.. 3 yU 4-0 c ( _`ry v� LZ Fw w' -}•o Ca�",��-� - c���-YZ Q S-�f YYku,(�1�� YID�' �Pawt aV�.. S `�-P 30 L..-sso N\V� LA- Z ivy curb yai�� i.�- 'Tc2rl� Ste. � Lida 4.1c)-- fi A"k; Dec 1-R-7- T� 5 vU Fure�u suv- Cx-b� Iw.s 6 l.P,�—��S Pik��r +C' 0 Allied Engineering Services,Inc. /a (Z-C� s%7 W t>e-Rs-/J A vE. -- — — 5-�`� �-t 58 y, to 4,0 d�l7 _ 7.9� S7 �9 /'�h`�BS-3y �a/(w� �v_s .� J T —d . 71 7. -73 /5" 9.6 5-1 NVII �a gz -0 3 U 4-q 7 ! --6-. 3 Z ©tea----------------- ---�-�j------�Y,7Z---�ff ---- -------- - - -v f-33- --- -l- -----.-- .------------------- ---------- --- -v + L+I ----- - ----- -- - - 57 v t q _ _ ,q uI i ova loer Inspection Report ALLIED ENGINEERING SERVICES, INC. g5� � Project No.: pl-2 y 1.o l Date: I/-a-o3 Day: w n g y Page--Lof5 Inspector: K.P- .�. Project Name: 8,Xm- A � z� Time Arrive On-Site: 7.'`�5 � Time eft Site: 5:/SPA'( Weather Sunny, ]( Cloudy, X Rainy, Snowy, X Windy, y° High/Low Temp. Other Description PsP,E' caw Rases c.-�--u0 Equipment on Site (description, hrs. operated) t a3!-Z� . �eryP� GAT- 8 NEE yaZLV y FAD—E;k� Zv-A� Crew on Site 3—LA-BS / -41M END sm•. /Of 9;�- FE46usoN 4.'o Notes E,vs, s» l 7-,t I gos, s�- ifZo _ .' cz!� oo/�-wt Zlt4 —rnd so)'-� /.Z f✓`/ ,ram a-r��-r )�-f S5 57A�i nspector Date Date y-a—�� Page off Notes Continued oe 5 1����/�� .�� "ems___—�r��i'l��J �O �r6•�7fiGGL - ' � -6- 4 IPA Al s� J�L��x .Gc+L dr.�l.1C- L��n✓t - �t.G��n.� ,�i�i� A�v,,I.Q ��P/� Allied Engineering Services,Inc. Date -2_o Page_ -?� of-5� Notes Continued L�-tit h2L�� ���E D�q-t��1'O• d's"� �� n LPL� !�l�1�6� r 494 �/-�—D3 � �.•©oft-/"1. 5 llo v2 G-F /�-�� .D� C!�' S/ G✓�� �1.�-cl /����it� �'�J� �vH-��1s�J Allred Engineering Services, Inc. • la" DAP wA-I-E;�MAJ AJ - F usaw AvC. -- -- ------ y6 9'/.39 -- - _la-r5'f57 JF 4.g,,q• 7 S I /a " taxi tJ�1 9— 7-?7 g. f is N 3, �a y�9b,y� �/�9�•yd .g��z 8 //-)Poo 73 � - 3 • /kljF y693,73 _---- - --- - - jol fE5 r 4(44-1 _Iwa out'('N`j - • Inspection Report 0 ALLIED ENGINEERING SERVICES, INC- Project No.: DI -ayl-bl Date: -/-03 Day: Page Of Inspector: Project Name: &4X7E4_.�5 (p/ � Time Arrive On-Site: 7:1/S Ait( Time Left Site: 3 ; mo A 1 Weather Sunny, X Cloudy, Rainy, Snowy, Windy, 5a�o" High/Low Temp. Other Description P=PE- 47ar---� Equipment on ite escription, hrs. operated) �- -1�_��� �X aaoL� t���rlaP• /�e�/-� �X 3a� h�� Crew on Sit 02 -oPs 1 -oP t �sor.l /f�o s,.Mea-- !FM ,is+y-7 Notes sue: iRt-v s 8 r-v4-e- sT ,�yo 53 10, " l lc-J - bel - r�3 � lie Gov s�� i3 I Spector Date i III ON Al I WIN I � /L.1L/ L! � �/ ♦�tt ILA � ' _/iRI Lam. —i_ K/�.t_ ! �.�/_�►I" _. %�/ ,/ f _ �deA • fa _I s.� /LL-La Ji/ ��i �i • �_ _mil ��� / � / iw54W, Lis_ n .��:% v� •vri i ! �� =� i E • �/ --ice .� /' ���.� %.1�/ %I_���� J f • i I �i �i Will 1I_ i' i tea( I GIII Pol.IF! • .<a��I. - .a/ i/✓�i �_:�li L./� �/ .�i/✓ i y,G yG9y 5;L _ 'f6'99.9a 4-1 n l o y��y,�� la" PO r7np-Fz/ vac.vE 7a — �o,a� _ gya8 1£ is"�rP wit y-y�~)� /lam - . i2fy7-3 — /0, '/3 X$" � T Inspection Report • ALLIED ENGINEERING SI-R\/ICES, INC. Project No.: ()(.,2q/.of Date: 3 -3/-03 Day: /'14,N y Page of Inspector: A .(e?. E. Project Name:S /12 A - Time Arrive On-Site: 7%3­'�,*" Time Left Site: 5- Weather pA-Ie�/ / Sunny, _�Cloudy, Rainy, Snowy, Windy, y3 High/Low Temp. Other Description Equipment on Site (description, hrs. operated) cl-ql-- 95vG /7Q!pl� ftzT.�r� E Crew on Site sv�} ; J 3t/5 fsI f too Notes Z. _ J 57- -,-7 - A - - - r aze Sv�l- fly-fBl *nspector Date • Date 1 Page of Notes Continued LI 479 �� r — " a � s Sf 3 fa �.i 3t '1,4 i t - '_6 115 LF` Z�� v bJ-- r -3+/y<o r,JA Fe- . • 3 3/-03 llied Engineering Services, Inc. _ 31- 70 ro — _&0 3 ^// /6.os y� � /� y"crrlZ6 57Y �*90,75 72)-P elV Gum B�X S7 y�9J. -27 --- JAW.yo wm U/-/ r g 9,77 cO�8 57p • 77 Top 4,P7 1/,l2 5$3.7-11--�/ 1- 53sap 3-f-5.3 �9`L8� --�► �P �i,u�8 BvX -Z>P p c Gu SaX Inspection Report • ALLIED ENGINEERING SERVICES, INC. Project No.: 6/241,a f Date: 'z,a.'03 Day:716�t p Y Page__of 5 Inspector: k,.R-. E. Project Name:,{6kT I��A)S 4 Time Arrive On-Site- Z'y5119-� me Left Site: Weather Sunny, Cloudy, Rainy,XSno�ry,_Windy, Temp. Other Description Equipment on Site (description, hrs. operated) �G i A--zz5G ,4 yo�yo yoLud Du,►�n-P Crew on Site a -ops I -off A-0-C• 55 spa-s��t: /,' 4&/ A05AV.sib SS 55 Notes QS� 13f/.3 Bos•�c- s ue- s� (riipti �i o .Z�,eh� e�/N�e ram. .r / �✓ 02 f o � fat. -k • �� �� 3 ;27-03 s% T-srr1: llp�y7 F r�s�N AvG . HOD I Spector Date E,✓D 57A: 151--75 eeV 5e;�C J AV�—E /did Date 3-027- Page of-!5' Notes Continued D .v, l/12cJ • I�GPi �` - - - � z l6 7tz 9 ZL —� A lied Engineering Services, Inc. -- - - - 7�1�}�5' f uTYs _72 L� l2-✓� P�.�!' G�55 S/� lsA--,�-��1�,�cJ ' ���/��r+ �4-�1� iv UA)—y i.LJ !iF sU .X7 i �lZn i::eerin,Service:, Lie 25 vc- (-9- AoV --- —- ��`�� ---------tea.6�— �►�7--��J�+- I l t�/ ----------- --- 15.a/ 'IG$a . g7 PYL — —— 15' Via" PVC 5s y pVG sEkV�GE 11�S5 — _ly sy q,,,�3. Svc 93.97` 3' •$''�'r✓C. SPY S�w�ie.- - B�S.4-t- s -- _ y69y� H 5W ia+S7 - la •99 N(9S�,g7 -L� 8" PAC- x / VG S —13 bU - ----- Z 7� y(,sa.o7 l� 5 31 PIP- l�-l-off 1 �3 /1.73 M!Fl• 59' 1& J;z wM MP 11. 5/, g/.L'T/a„per �jm 3 'oe 3 02�-off Inspection Report ALLIED ENGINEERING SERVICES, INC. Project No.: Date: 3,W-v3 Day: W EbPE5V� Page—L-of Inspector: .OL.E. Project Name:,PA .- lVrAt S P11f5� z Time Arrive On-Site: Time?eft Site: .5, Weather 3�` Sunny,_� Cloudy, Rainy, /Y Snowy, Windy, /6' High/Low Temp. Other Description PsQI✓ c4�k5 Equipment on Site (description, hrs. operated) VoLVp F n Lo w ✓oLV C> LuIM-P �K Crew—on-Si I e P;--PE cle W clp� Notes od ' _ � �1� ,�J '„o ��.�� s� � 3�z9• ?� Bea -a,.(,-03 I spector Date . Date 3-,-03 Page 2 of Notes Continued a o J 8 5s71 47 B "z- /f �G .52 -e3 od i�M D 1.7 6- y" sDlZ 3-5 „ M# -ice G sTA Allied Engineering Services, Inc. PVC '5A4a779,QY 5iklee_- Fa vj Ller 6�2 357 --A�_#, f�Pvc �K5 Jr, 74" so- LZ- 63 /,2 vC. Z7 77 ytog�77�,f'�4;2� /0 jk�!YF 1,3 7 %s S, l7 Ll7 F1/ 077 Pve——sS �);Z�—976 3, 37 7�'g 9-7 3 JS/,Q PVC- S5 //-/,31 11691.W p v 6 :5-5 jaL=pv=<- 5-- Ps )q, 13 aa /3, )z- (a p v twag,qy ;/c S5 _q7 )/417 -57 1 pvG_11+��-- --- --- --13 4/6v gl l� /a'' Pic..—ss� laaa -)3- 1 � — -- - i � Inspection Report ALLIED ENGINEERING Q( SERVICES, INC_ ProjectNo.: 01-aHl•0I Date: 3-,Z5-03 Day: TuE Page Of 3 Inspector: K. K . E Project Name: Time Arrive On-Site: 7'3bA-m Time Left Site: 5:30 P/LI Weather Sunny,_X Cloudy, Rainy, Snowy, Windy, yG a9` High/Low Temp. Other Description Pp 61e-ef � c� Equipment on Site (description, firs. operated) 5e--- E;�C 3,t5� 4�677 l-✓ v UGG 3aa,z, V yG d D I 6r.A—Ex�L� L am_ V o LVD T1,6een,e-- Crew on Site • :In D S F 3 -Lis 1 - 5rr � 57-A : 15433 FEig SS �,vfl 5n4 : /3f 7G Notes 30 e-z. IiA� 3tEX� A4122r ��n,,J .tio .,�.- � LYiirs�P.dd �.`�� o�-✓�-.r�,.e,�.�/ 5,7�1 /5-f 33 L2 d VG �Z N Poe-' 15+ 02 . au now '7 oKe, Inspector Date Date a5-a3 Page oZ�6 3 Notes Continued D •� UWYe�. Sj7 �Ld� e/l2cJ ri>��.i1Zo ��d -57-A )S-+o 53 w !� • 3:�Q Ja /3f ro 76 _ Td _c 4w 77 Pvc- C(Q v 5be-3 5 '5Esa clE. i Allied Engineering Services, Inc. F-E�--15vv AVE-, S.7S 75 yG 7AI. 5.3 J5-t-33 PVC gz/ 15,ag Y�79,Y5 gyC IZI,!7 PV� -55 131-7 �0,77 5;5 1-9 g7 _j P Vr )�-77 116,7q- 76 1a A V& 55 13-7 79- 77 W YE /A 7L Ll�l, M-L— _e;E�2v-rz-FE --/-,/,73 y177. 19 1E p tle- w Yc- 13 Al�7 77,<g& J!F /.Pl "PV& 55 N,57 C,71, U a P 104, 162& - FV-07 Pie- wyr-- 7 F4 PV I&W90- PVe-' :55 o vc 55 1 S PV& WYE I& PVC sF7AVT-.--E f,IA", PV& ki yo )S+-7(, 11 Inspection Report • ALLIED ENGINEERING SERVICES, INC. Proj ect No.: a Ohl•O/ Date: 3 a y-Q3 Day: MoMLAI Page —�—of� Inspector: K. . Project Name: Time Arrive On-Site: Time Left Site: 5—oy 10M Weather y5o Sunny, Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Descri tion P Equipment on Site (description, hrs. operated) Vol--Vo Dump ►��K Crew on-Srte o P.5 3 —Z-A-2:S tom—5�7A-: 1&4-3 E:7%/b .57A. l 5f33 55 . Notes -3 2� nspector Date • Date —2 �- Page of Notes Continued • _ �� � y► P�`'1" l�`�'/3 �...�...-� �7'�ors �����t. ��i't�yr7• � t7 - ss s. �•z�--t _ 6-"- f�v2 • �.� w � sv� /S�-yip . �.� �a �.� �,�.��-- P`Lea ` p 0 V L SOfz-3-5 5erJE7-� /tllq;;—� S L� it ptJG S.D/L 3-5 Allied Engineering Services, Inc. 3 -- - — -79 ---- - ------- 85— � _ Gt3# /y- l�f7g_3,7 �� a,; wYE o _9 -,.yam 3g__ J� la pvL wv� � �_ ll��a5 --- -- ---�;��_ y�7S•yG --- l�_(�'PYG_55 ,y,b y�7�.57 1� /a"i Pyc- 55 1399 o - - — -- l y. Ya 116 7 8.�,7 Y479'• 7.S Pvc WYE )54 _ 15+g6 X.77^l� «"Puc 55 • 5 i 3 �y 7a I;- PUG 5$ 13=v �s�s� _ _ 5� y�79•r�s �"� pve wyE 5� — �S'� } pvG �urF {5+y7 /yso y�79 ��ia'' PyG WYE 15ty7 �l 'Go+3G --� a. a� gl• 5_ ]E-V Pv� sou I5f Y,- /y y9 �67 ., 09 _ 1F-1.2" PVC, ss 13°Ig y67f,lT � la'WyG 55 /3as Inspection Report ALLIED ENGINEERING Q SERVICES, INC_ Project No.: Dl -2ql• 0/ Date: 3-Al-o3 Day: Fg-gZoq Page Hof Z Inspector: g.2. E- . � Project Name: jj5�� Time Arrive On-Site: Time Left Site: /a.-60-PM Weather Sunny, Cloudy, Rainy, Snowy, x Windy, 3 High/Low Temp. Other Description Prase az� Equipment on Site description, hrs. operated) _ H , e�F-� 3G� - G4v— / 6 LT -ems- LEZ /F-77- APIVAel • Crew on i Notes — /a t75E• s ! —t �� - 5" 3 - - d — oQ Ir fspector Date Date 3-a -5�A Page of� Notes Continued Ate , 411-a )a.o0 r-ra t sa^lle-. 3 01, Ys &)OT Y's 3% 15 P- Pzi- "fil �- ,V Allied Engineering Services,Inc. Inspection Report JAM ALLIED ENGINEERING SER\/I(Z:ES, INC. Project No.: 0/-Ay/,o/ Date: 3 020-03 Day:-T#z?A5LAy Page —�—of Inspector: k.R•E , Project Name: &JN2ne. f1�c.J5 �fi Ez Time Arrive On-Site: Time eft Site: q;00 PM Weather kSunny, Cloudy, Rainy, Snowy, Windy, 7 ,7 High/Low Temp. er Description PTA C-0en—) �� c �,J Equipment on Site (description, hrs. operated) — %3 hk!r=: cam— la7 g s� C,4,r� .b7 F7-- D �- &91VA CO— 2>/4) Crew on Site ;2--�� Notes s1� sT.ri : /!+a5 `AVS� APE. sum o9-+7-5 I!OF. 5 u BB�1sE ,y ee nn spector Date Date 3 —020 4 Page 2, of 3 Notes Continued a ice 2 M`o Ave- A v� 7'/LtsyLRl� i'! — Doi? bGt it.0 a+ 00— atatr, O�e- rC,�v,� • /tl� -7- A —e �mD I So l 5 ''LC-EP 9Y 3a'O�E gOA-L s"A&95� A so A Allied Engineering Services, Inc. Density of Soil In-Place "� i 32 Discovery Drive /' Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcf): /3p p� Project Number: 01-241.1 Required Compaction (%): q5z' Date.Tested: 3-,�6-o3 Tester: KA-17. Optimum Moisture (%): _g/, Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 Nuke Serial # Standard Standard Standard Difference Tolerance OK? Contact Count 7o28_ 1661 1532 1 1720 +or-300 Moisture Count 9551E 243.3 151.8 1 1055 +or-40 Test Number: Location: 4-$0 1,A550 AVE. Elevation or Lift: 3 Dry Density(pcf): ag. fYiF %Compaction: 95,(o Meet Specification? Moisture Content Comments: Test Number: oL Location: /fob Ufa A OC, Elevation or Lift: 3 Sii/gcp� Dry Density(pco: ldlp. %Compaction: 27, 1 Meet Specification? Moisture Content(%): OS) 6 Comments: Test Number: 3 Location: / p Lf�55a ,4v�, Elevation or Lift: $GfBI(G/kDE- Dry Density(pcf): /a9" /° Compaction: �J`j,7 ', Meet Specification? Moisture Content(%): 7,Olo(o Comments: Test Number: Location: / q5z -VE , Elevation or Lift: 3 Dry Density(pco: 7. a.' %Compaction: 9 7, g Z Meet Specification? 1 Moisture Content(%): Comments: Test Number: Location: -j-t 50 kPr5,50A✓ Elevation or Lift: 3 Dry Density(pco: ,27t­7 pG % Compaction: .O/, Meet Specification? Moisture Content(%): , 0 Comments: Page of I pector, Date Project Manager, Date Reviewed By, Date Inspection Report j \ • ALLIED ENGINEERING SER\/ICES, INC_ g5-a Project No.: D 1-�1f 1.01 Date: 3- /9-d3 Day: WEME--, Page _/ of� Inspector: Project Name: Time Arrive On-Site: -7;3Df}/Uj Time Left Site: Weather e X Sunny, Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Description �� Equipment on Site (description, hrs. operated) Cam"—SSG- l � Crew on Site Notes IV ✓ 3 7 SO— 5 - r - 5G7�. c v� �3 n pector Date ill ' I i /' _ -' j SO / � /mil/. --� .�...► ..,./_-%��� �.ri � � � Sri is/_._/�_v',_ .aim ✓�' �/ _%JL.a rSot/ / 1• ,��' !L./� its ��L/ i/ /�✓L� /_i�i LLL:�IG / i � ��-i' .�i/. � .► dam' - � .L.�.i� .� i�� I<Ll�� JI I I/ ► '• � ♦J► / '� _ !mow/ G,455b AV E. W77.A, ^ 54, 95, - -p t-im 11 LIM7 !l.y� �S5.7o I g"� P w>✓(— 1ly8 a•5� y�9,y.G� dreg a5� )1481 _ - ),S7 y6B5 7� 1� 2r"9-E5�p Wm V �l39 s3 11. IS yGs s �g 1WOE- )1f35 — )3.3a F o8 _1f 8" 6T LO Km - /b t9 s�P /vim Ilk y64, 37 13°3 Density of Soil In-Place rz 32 Discovery Drive Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, Project: Baxter Meadows- Phase 1 Proctor Density (pcf): I a.5 PY-F- Project Number: 01-241.1 Required Compaction (%): 9 5 Date Tested: o3 Tester: K,9.C,Optimum Moisture (%): E-7 J Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 L-6 Nuke Serial # L_( - Standard Standard Standard Difference Tolerance OK? Contact Count -/p( 1661 1 1532 1 1720 1 +or-306 Moisture Count 62 yvZ 243.3 1 151.8 1 1055 1 +or-40 Test Number: Location: 13 f 35 A55n AVE, Elevation or Lift: 3 Dry Density(pcf): ,,16. A P'e--F' %Compaction: 1, -a p Meet Specification? Moisture Content(%): 5. O(p I/ Comments: Test Number: 02 Location: t30 e��5o AVE. Elevation or Lift: 3 Dry Density(pcf): 117.1. (--C P- %Compaction: `� (�� a Meet Specification? Moisture Content(%): 1,, q37 Comments: Test Number: 3 Location: 19,4W GA55P A-vE, Elevation or Lift: 3 Dry Density(pcf): 10,� PG %Compaction: /6/,of l Meet Specification? Moisture Content(%): .7".p , Comments: Test Number: Location: 5-1-/5 ti4558 A�IlC7 Elevation or Lift: Dry Density(pcf): 1 ,9 C-F- % Compaction: 96.79� Meet Specification? Moisture Content(%): g v7, Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Page of nspector, Date Project Manager, Date Reviewed By. Date Inspection Report 111 /'A" ALLIED ENGINEERING SER�/ICES, INC. ProjectNo.: Date: 3-IF--03 Day: ,-kr--�LAY Page_ of� Inspector: Project Name:g rIOZ- MeFib&V5 i X� Time Arrive On-Site: 7;3C>AM Time Left Site: 30 P/f Weather Sunny, )! Cloudy, Rainy, Snowy, Windy, 37 a5° High/Low Temp. Other Description Equipment on Site (description, hrs. operated) V41—V G fL Crew on Site P.17-P6 t5-� -op Ste-S 15 -F/y 1- s o ,ivs. H;, + � 5; : Ja.+97 A015s0 .ave. HA.o Notes C-L ��,..J tin ���-,�t ar✓fi,�7 � ,a✓��Y�!-vim /�T�.�o�aa,� Eel 5 A /5 f/� r 0�1.ora--s�� lL 3�f"��,rr�tvii Z�iv-ct� � ST/f i no l T .GO 2�— I spr pector Date • Date / D3 Page--,-2-of Notes Continued d-n- l l 3 0 B�Gr .421 a eJ .�a� �(.,��� 7 arm 8"�T .ltao �� �o�� .. ���� ��e. mod-- SP� 13�- S • �^s�c�B,5�2�-,P lKL s dice G; 5�- 13-�-73 z� o i -4 5 D ' A'O-PL� C-te� -A\A _ ,:moo .5;7A e�j� 53 l tY �- " rs �N s i T VE Al lied Engineering Services,Inc. 70� !a ,�s y�g3./a< 5>4 rs .3;- )Z)11erF-C-44P-A& adx--- 15�,1N - - 1y.55 p 1� sP wM fN �� /y57 _15+_�3 aSGaNG�-�__l�•`1`f.-- �-g3.�.�_ 1 z 3y"c�i,eg s� t a,yf 7d n � �aAB Ba 5,7y �fln$l.7/5 r - _ _. �_�y{9�----�—_ ._� __ lya7_ y6$6•go --- l�g��.���_v��'1 Iy-�9 C�%' ly t 7 - - /3, 7q rot l3•y( y689 EW, ) fig ",b7--' WM [� 1�f y� -- — _ I3_o� �/��a• 93_ �� g GAP wm 7�e of C-44 3 9o� �/ �6 sa- , -tee l5nw4g SIX y5a o�P wM a.�g )a-90 �f�83.6 7 l l6c �/ y�9G. I 4,41, 70 wM 0-.E�z 13+7D - fa,o( /GSy•Z I� g" p P wM o3 —13-I-53 -- y7 ton►C� —� __ ld,3.Z 9�8'S.g9 (Z�y•,cue8 sr�P _ �o.3z 3 f 3 -� ----- �.G a. y�9a,57 _ 2- oq _-►35a //•7� y6$y•y9 i� g"tP_wM .� JJ.7Y J3t y7 _ a5'y.onJl� -a R• 93 y�S�'a$ I S 3/.'r,Gv��B saPV 9.93 a-3 y 9a 9 S 7-DP 8P-GU R$ -BoX 3.23 l/,yrl y&25y-77 I� g" b7-P wM 0 yB6,S 1 7� 3 tAJ 3,sy r y7 3 45-o3 7y 11,76 /3 f� —— f 1.-7 I y��.�• 1 I _I�8°x�" � rz� 11.7a- _�3�/y R.d�G 1Q _�3 Inspection Report ; . M ALLIED ENGINEERING SERVICES, INC. Project No.: Cat-241,DI Date: 3-/7-03 Day: Maly—MY Page-J—of 3 Inspector: .k.5. Project Name: gd,Y�- Ili s Time Arrive On-Site: 9:bo, ./q Time Left Site: Weather X Sunny, /V Cloudy, Rainy, Snowy, Windy, �y� High/Low Temp. Other Description Equipment on Site (description, hrs. operated) F E Crew on Site � � 3 s i 5t/y / e> Av& 14,o Notes R-� � •DD - �I.vi.7,Ue �� �� � B�4 ��, �� �. �.o-Lot. A� �P-�- nhspector Date Date 3 47--aje Page -of i Notes Continued • a�urLcr� � � s� /�f a� . JV 1p a' Ye2 - e— ola-3 ox p 3 ..W �� (it2�t,.) � An �yam-•-� � .��X�/L!1 . 50- _ - >` 157 a I O-n Z.b'� A ,le- 7"a�l�s QNTY 57/ ,42- LF 3/ G P�,�- s�vrGE PrP� 4'55a '}✓E-. A lied Engineering Services,Inc. `��� ►�P PVA- E!L- 141A4---�--/lJ y678.79 _Iloto<o �/71�1T�i--� I'a.9g y(��1.96 1� Y'c�r�$s7aP lam )5+ -_- - l5•a► lye 7q .73 S "'a�F I JM !M So,3 5 _ I z 8 � t 3m l e7 8" bTp w ram_ 13 s$ • 15ta-I — -- TOP c.ua-B WW 01?'0.97 g„—per WM 13a� I i ' Inspection Report • ALLIED ENGINEERING SEF2VICES, INC. C l JIG! Project No.:d/-o2V(,o( Date: Z,/ -03 Day: fiE77W--xT6,q- Page of 3 Inspector: f..C Project Name: Time Arrive On-Site: 7,'op4cel Time Left Site: 5 ; O6 PM Weather Sunny, X Cloudy, Rainy, Snowy, Windy, y2 High/Low Temp. ther Description P--)( 13s G,e 1 Equipment on Site (description, s. operated) - 2q=Ji/e;'-- 1= ,� E;-t-AGE= f�E Crew on Site • �—Gfl$S �-�f= Notes / y,-t LOP • I r Spector Date -L� ' � � � � ♦_. ':� -1�� 1.� �/_�/ di.L �1 L�/.• s i it . Ii Ar r � ' / /ice �/ ! OWN / 1 1 I AMAMMIWRX pp I_ _'a WsN T/ v/ 1 7 i lip / / / i Iry G-;/i. /,a ��/_:� � �_� _/ /=... �✓aril a�� • / r� _ .. i.G! % _i✓-r. :L. . .I _.alb Li �t(i_ice[ / i�i v�-.� i / � 1 / I Inspection Report ALLIED ENGINEERING - D c SERVICES, INC. Project No.: ()/ O( Date: 3-/3 -03 Day:7�f e6W Page __ol Inspector: ,K. K.E. Project Name: /��5 Time Arrive On-Site: _19:YSAAI Time Left Site: Weather pq�zY - Sunny,_ Cloudy, Rainy, Snowy, Windy; High/Low Temp. Other Description psP�_ J � t Equipment on Site (description, hrs. operated) GA a.3 Fes' Go�IP. 1/OL!/O ►atcNl�_? - Crew on Site :7 � • �-oQs �ojGs 3 —Gr4$S Na /-.PW z--- AvE. SS :,57 Z-4� AUE, yip s7A- 20 .4VF, ss Notes - - T-.3 - - - � � G►iiGk�. Inspector Date . Date 3 /3:�ie Page of Notes Continued p_AL�T .YL" 'A rzt-7514 — BSGr IC D8 - �yc� • ,00 f3� � .u�_ w - �-3�i �� �� a�we�X ctA `� ��''__�✓� 1k�rivtic-p '— a "s 35 -PVC, s lasso Allied Engineering Services, Inc. Z flyer . - 71 E57)16),-32 oy, /f Pi/C 5(eW -r DEN v ER-?-4ou T SANITARY SEWER AIR TEST REPORT LASSD AWE• --4uuA-R-Y s6wE2 Project Location: �q, 11�+ 4- q Project Name: ggXTFe M64mr,�5 E Inspector: Ky616� Date: (Print) (Separate Report Required for Each Test Session) TV Inspection Required. es -to Mandrel Testing Completed? Date Completed or Scheduled: Station Total Test Time(Seconds)for Pressure Drop (&Manhole al Main/ Size& Lenmh Ci K' Shown(psi) Comments Lateral Material (frj From To Required' 4.0-3.5 3.5-2.5 Main 8 027,/,,d D.8583(� Igq.3d a� 123a• ail L7 1.Ki3/G 3,5p5C' Laterals y 1&4-77,3 /yto/.3 ------ ----- -- - -- ------ --- - -30q,Ha UZ Totals .193!ro a3a:39D 5q,�,, M !� Main 0 o.`�a836 19H,30q _ assi it S a 76• 3s.K/� psi: LT-X) CL�-3� Laterals 3S�•P7� .5�u�n. ----- -- --- - ----- --- - 1F97,3 11+a i- Totals 1.aN89(v a33g,6s6 Main Pass/Fail Laterals - ----- ----- -- ---- ----- ---- Totals Main Pass/Fail Laterals Totals For C and K values,see table and formulas on reverse side. For total C<l.0,test time(seconds)required=2 times K For total C>1.0,test time(seconds)required=2 times(K/C) TEST PROCEDURE 1. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. Increase the test pressure by 0.433 psi for each foot of average ground water depth over the invert of the pipe under test. 2. After an internal pressure of 4.0 psig is reached, allow at least 2 minutes for the air temperature to stabilize, adding only the amount of air required to maintain pressure. 3. After the 2 minute period,disconnect the air supply. 4. When the pressure deceases to 3.5 psi(or as required due to groundwater), start stopwatch. Determine the time in seconds required for the internal air pressure to reach 2.5 psig. If this time exceeds the required time, the test is successful. • ACCEPTANCE: The tested sewer section shall be considered acceptable when tested as described herein if the section under test does not loose air at a rate greater than 0.0015 cfin per square foot of internal sewer surface. Inspection Report •► ALLIED ENGINEERING SERVICES. INC. Project No.: of-;M-of Date: 3 - is-o3 Day: WEUE�-:LHy Page -]—of 3 Inspector: K•Q .E . Project Name: BAXi ,M�,ljs Time Arrive On-Site: $:y54M Time Left Site: Weather �n , _ X Sunny, k Cloudy, Rainy, Snowy, Windy, /'Lp'High/Low Temp. Other Description Equipment on ite ( escrip ion, hrs. operated) VOLVo M�� E�x .2� Crew on Site 3 l�-BS 57?4,le� 5 79: Qt S`4 d.45;5d sn �7-,,9; 114AH 4.47ss,o A-aE• sS Notes i1P/�LG6d �.or�r� J- P-6 . -! Inspector Date Date 3_/,;L Page o2 of -S Notes Continued )l • D� 02 a� n.oiezAOC2L, 'I? --V .v ti .ve-- dr �C � 7461 3-03 g,oBsb�( �b�9 Ys ��rYs / o o S L_l= l'' 5A2 35 PW61 SELJ 6;e__ -G Allied Engineering Services,Inc. v C-- 5-5- i--I-+-Y6 pve- to - JL5D 190"/ Pvc 7)- 1 La-7 ba4 loo, 7,5 ia+o7 ��� �e� io.o3 :yG $�5�'fig„p�� s�u��w:cs���d.�3) 07 ).;�4-0 5 gg pl/c- s s 10 14 7q pa Qp--/1 53 D, p oe- .5-,s 16 V3 114110 y ,96,75 55: g) is Ac 11+37 1&1196, if T VC-1 5 -3 xg, IOVC 41 Inspection Report S Y i \ f r ALLIED ENGINEERING SERVICES, INC. B56- Project No.: QI-aqJ , Dl Date: 3//y3 Day: 77+��aY Page of 3 Inspector: K .K. I Project Name: Time Arrive On-Site: 8: Time Left Site: 25Pj14 Weather P�P,ny y� ASunny, X Cloudy, Rainy; Snowy, Windy, 3$ High/Low Temp. er Description Equipment on Site (description, hrs. operated) Crew on Site 2 -o-P.S —a PS E"Jb -57A; 4"k56e> Ave., ss Notes s-= lD:15— g5�' �� ciieti.� M •,� ,y�y� $� ,�ic.��� ��/�iS� !�=-02) �,� s►i: �n /3+9 9 �✓t �P � �,�sutie_ . t,4zar�Sl � I spector Date Date -3 Page Z of� Notes Continued ACE � ate' 3f 73 opt c� — f}geP�ruco —10 P��tim�� • 31 O ' r XIM, X 3 s �7 s /3-f y 9..3 SDOZ 3 P 1) 5 �� 12 7 LG` S'� 58,E 35 PVC- 5E-e e- soe-v r� /� 1 Allied Engineering Services,Inc. A VE7 _IN�I� i3.a� s3,33 I� SPVG ssA, +v� easy _��/-t Dot" JoZ.95 -----��,83•�-D - - I�g-/pVG--55- -- Jz�� MN _�`�-!•a/ -- — --= la � 3 �/1�3.�z _ MH �r-a SNll�TD/1TCN) /ot.9`� - 13;73 s�2urc C"T� 3�y9 ----- �� . y��y GZ3 PSG 55 pvc l3+io ia.33 y�,sy. 7i I�t37 la_ia y l!. 9H pIVG 5(.,7-gurca /oo� -- T Inspection Report .: - z" ALLIED ENGINEERING Q�^/ SERVICES, INC. ProjectNo.: Date: 3-/0-U3 Day: IgMNo4 Page—/—of P— Inspector: Project Name:A�/r::)?- P)64b&,-?S Time Arrive On-Site: 9:ppA.M Time Left Site: Weather p9i7-/-y Sunny,_ Cloudy, Rainy, Snowy, Windy, 3S/a� High/Low Temp. Other Description P-T-pe- c4E'k ) Equipment on Site (description, hrs. operated) Crew on Site 7Z2-� 2 -a P5 -o PS 3 GA"85 Notes a-7as � -s - VG - - ek n pector Date Date 3 — -e Page -;2— of,. Notes Continued xv ^5 Q L / A; =2� yit n.yJ -6 a:00 - 5 r:-,r 4�;�Cly.,Ar 2 9n r nn - 1511 y c- AeA.,-e� GLi2- AA ,*2619 az Allied Engineering Services, Inc. Inspection Report JIM ALLIED ENGINEERING SERVICES, INC. ProjectNo.: Date: 3-7-C-)3 Day: FR-Z7�.� Page ( of 3 Inspector: K• 2 Project Name: 4)l7E� s��� Time Arrive On-Site: 7:3e) Time Left Site: y: /5 pN( Weather 33/ Sunny,_X Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Description Equipment on Site (description, hrs. operated) Cw�fL— �� 02 76 oUlo E�&� Lo w V e"e bt4jm P Z-e-- kpr4EAq EZ 3y,!p ff hto E Crew on Site 6L .2 3-GA�� -.5m f a A U r-- 55 5;F79: )y+ 15 Notes I L IV elnl 3 T 3-7-p3 I spector Date • Date �?—Z- ,3• Page o"Z,of Notes Continued 34 d S" • , �2 oyb " s _ t Za iAYS !P AJTY a $ ys o y„ Sbp--;;.s PJc— sr�Amp?i Lisa 10 H L $"' 5bi e--- 315 PVC- Ss jne- Ais.�- 72- LF— y 5D2 25 PVC-- Allied Engineering Services,Inc. oC.- 6t� 4�), L F- 5.(v5 /V 14�47 r 141, '3 pvc SS 57 4 4/&FZ, --5 qf�7 IE g PV P VC— (EA-5 7� ),7 7 7 /yfi5Af 9-3 • C. /y-�y/ 13-3y y�g3,00 l� g-'PvG s.5- i2�` ,��s C7) jq�-gw 141+15 • ea Ser;ices, 1/1 C. Inspection Report ALLIED ENGINEERING 8 C� SER\/ICES, INC. Project No.: o/-,.Nl.D 1 Date: 3-6,-d3 Day: 714,A �,y Page ! of 3 Inspector: K.Q• ff�- Project Name: A Time Arrive On-Site: 8:301+f`q Time Left Site: `f%3oP/'1 Weather 0 Sunny, _Cloudy, Rainy, Snowy, Windy, 3t a� High/Low Temp. Other Description P.zP e cpzJ CA-rsJ Equipment on Site (description, hrs. operated) 6a-7 L3 Crew on on Site &M, 57-A : /5.�/J 50 �s Notes Inspector Date Date -C- Page 2 of 3 Notes Continued e _ ✓oa c 5a+oo " s • �� SSA- ��� � sy�_ ���',,.�, n� �.� � v - S-f-p' A;,,, lam .-,6 , s .7iv A. 19146�9 5DR- 35 ,PVC b LF- 4 3 5 PI/C- Allied Engineering Services,Inc. 19 5,4 A V E 3/ 13y' 3'9 7-�L 10 S5 1 q( ss 54- -7 1170 S5 158 53 7 5 7�, �JV'�RV Z�,-c-5� -<jr-yW/,(75; I&W. 73 112-f-YIE Pve- -Sep vz�(,FA--7-) 11 I"p c 5,Fe ere� (��V,-) I jr- F", (D7 J54 11 ;dloLl 0� oa og vPvG SS iz ZY- O• -- 1 i I I erlicej, ,/IC. Inspection Report - ALLIED ENGINEERING BS SERVICES, INC. Project No.: 01-ayl• of Date: 3-5- oa Day: Page I of 3 Inspector: K. R. E . Project Name: X /E? 5 P/19z� Time Arrive On-Site: $:30AM Time Left Site: RIV Weather 3a/ Sunny, X Cloudy, Rainy, Snowy, Windy, ao' High/Low Temp. Other Description /y� Equipment on Site (description, hrs. operated) �,2� 4: r 61A-7 4 sc�t�Je� VoLUD -6� G ,� cam- .b.Z,F- L0� - Il'DLI�D &L al 3e / P-oGL P.z?E CA-aJ Ize-A-CN Crew on Site 9 -ems S S 57 ST�i : Sa-f SoLvyA,�S S�aB$A5� r.-r*Dl sow : /6 t-Xa Notes 6Fa sv 5y taa D N 'S suBB�FS� S' �.rawn ec+ p�'�• SL�4 v�f - nspector Date Date 3-5-a3 Page of 3 Notes Continued 53Y IV Sri ae7r f _ ff � _ - ':iz a Cd 4-3 (O� AZ .te- 30 — A-� ee y9 �F y% s®/L35 PvG • lsa L� �3'' P By 3q /wxb.E7 SuAd1q, Pz�QuAJ C�9,�5 Allied Engineering Services,Inc. 0 Z5 ,, u E7, -----------3 T- J-3 I F 3 PL)C SS- ;2 3-03 51 Jl. CVC 16, 6�Ttl 4- Y&'90,7 3 31, Inspection Report _ ALLIED ENGINEERING BSGIr SERVICES, INC. Project No.: O 1 Date: 3 -LI-b 3 Day: 7w&rE ,bA Page_�_of.3 Inspector: K.k. E- Project Name:b1W- Time Arrive On-Site: S: 3a fj Time Left Site: Weather Sunny, X Cloudy, Rainy, X Snowy, Windy, a O9b High/Low Temp. Other Description Equipment on Site (description, hrs. operated) VaWO Fw-e-U_ Crew on Site • �� �I—b P 3 - 5 577W-7- -57 4.' r-On sue: I +81 ��A, sryNotes sV� : S2450 r Avs sccB�Fs� ozlot- 9 5 5/�v'z5 � sP�!- yr f S •wL 27 A '514 75. - Inspector Date Date 3 - Page 2 of 3 Notes Continued DD^ e5-1 -f lv _2 All Ij- 5 rt a 05T - ;o 24 SJ�4 6 a lezk. 0,42 4.Q oio��r i • n� ��- �, fie 50 52+ 5. ;00 - 7 G9,14-7:e7 ;7W-GE7 T" Allied Engineering Services,Inc. #6 9—,5, t 7 al",,9 — D + I(p 37 J.;� 12c-�o sm 7 LE-- 6T—Lt 7, 7q 7-5 7 L4-�3'k 7,51 9S /f 7�' S__71 17 7.91 -7,70 7, 21 7• a q(, EA-3 F, 03 9R Inspection Report IT ALLIED ENGINEERING SERVICES, INC. Project No.: � /, / Date: 3 -3 -D Day:Np�Df�� Page-A—of -3 Inspector: Project Name: r �M� _� Time Arrive On-Site: `r;&,n/Vq Time eft Site: y:/S •PM Weather 0 Sunny, �_Cloudy, Rainy, Snowy, Windy, a7 �� High/Low Temp. Other Description ,oiPE Equipment on Site (description, hrs. operated) C D7 F fl — Crew on Sit �'4D sr -sue: o god rAcr�Y s� sr - s%�: 50-1.50 •b. AO-- s� s�ro s via : o f9 $ r�tc�y sM Notes Svc 51+�5 n s sum spector Date Date Page of 3 Notes Continued 30-- - - 57A .5 +-H:) 44 :GO - p _ 7 S O4 G nXY �[„i�i��p�� iu� 1 �o�r2�-✓ii�-s..� �-y O 3 °` �.'c9d.4t/'( 76 LF /,;2 jE�; sTrhgv i`lg .9r ti 75 LF .23 b6"P- BY 31' E7- A4,7::6,E syB Allied Engineering Services,Inc. m p • v -" I Oil: ':1= Z7- Z)V 3,9 1#619-7, 1,12 77 1416FF- 3� IYL j5' eeP S.m 5 A/ J; 04 WOg 77 yG$9, 57 - lee 5m 0 �y1g, ?zr Lf- !)f- 41?1 90,40 v"qo. JIF 5m 7 7, 73 7, 7, 5-2- go, ZP- 4-, 7 7, 31 1,.q'1,oe-ce SA-( 3� 7�- Ili-a fvi,;eeri,l�;S--,,r�ice C. Inspection Report ALLIED ENGINEERING SER\/ICES, INC_ Project No.: D/- .2-ql• l Date: Day: F�.r�A y Page __�_of 3 Inspector: ►,C . e. C , / . Project Name:8,4g7E�e_ lYt; _5 Time Arrive On-Site: Time Left Site: Weather Sunny, Cloudy, Rainy, Snowy, Windy, 3/ High/Low Temp. Other Description Equipment on Site (description, hrs. operated) mega //&:'� a35 G l-� A/ I� cAr— 6 2-7 L s� -p�P� Crew on Site J —oP 57�$ STtJ.'i2-f0g !��iT�}GG� S/1'J Notes Al 67 /O: 30 f3 I spector Date Date ,2-az'Y-d3 Page ,?- of `3 Notes Continued U.4& J a ya sG ;2,-+7 - - 3 - - E," .-ice'%h .00 5 Q IJT 5',m L W T Ai r r CI) '' /4 H -7;iuz-c� A-y w c-5 101 Allied Engineering Services,Inc. 2 -ate :3 p r ILI I S7,q 14 15,19 5 CWf}-3� _ ! j �- � 116 V. E50 A4 /5 C3-) S- 75 d,4-il 7. 9-1- as A+-55 0 a443 F 7 1 ,Y6�o,6 7 • P, -71 C/0)---a:±5-7 7Z�) am 5,'I� SAI 34/9 /zoo 15M 6.11 ol��3a C rk, 3 1.. I aL I' 14 '34 -5�Iq 3 q(v 9,2. 92- (WA ) jxl VEar M4 53 v iA 4') !*4 + -17 q Sam s Inspection Report 9 !: l ALLIED ENGINEERING BSc SERVICES, INC. Project No.: Date: a-a.7-03 Day: 1yg4a ;b^Y Page -j—of-5— Inspector: K.P . E�. Project Name: &4X7Eie_ l;5 0`�s � Time Arrive On-Site: Time Left Site: y% 3P> ANJ Weather Sunny, _�Cloudy, Rainy, Snowy, Windy, //2' High/Low Temp. Other Description Equipment on Site (description, hrs. operated) / VD LU D F�v>uT �� /�""•--" �Lf�TAP�� ��' 0'20��G �/a� Crew on Si i -op 3 - .16PS - sT�.' oYaG I'- Notes of L F" /S Ala- • .Z -7 I s pector Date Date,2--A7-,:D2 Page o2 of S Notes Continued — cC 17 -fE:> �s M - 1i--a 17 S L F J 5 % ,0c P • .2 7 03 Allied Engineering Services,Inc. S,T 70 Aloe, 6VA---�\ ti 14 H 7 7 9Z, 4i� g.) 04111 q62i' ,57 15114 INS .7c, _J A� bw,6 km-.� o473 g-r-P sm 07 1 q. oif 77, f le. 7-5 T,1-17 1/7 3,;L 77 '0-3 A4 23,71 t 4 14 9�1-p 5-M '1716 5-5 7, -f-6 I -73 1477 7. 7T 7,79' y( 90. A�-r WA-3 ; i _ N"ol t S C o I 5-57 5 9,�-F 5/4 7,16 7, )Q 'T-7,15 /PV WA 3 PUY 53 //4)/7/' sump • l I I I 0-3 fnii;eeriji�SCri icej Ill C. c A 149?-17 1 M 4 ---------- -AH -(c� - M H: Arm ANOL-3 t3U-T-; FF- C- H;-O HYOP-AAJ _9-7*37) q 67y . so xzqmer- 17) t!bE . m4K6 Had Niy"I-- A*,e4ft-J ! 90. s� -EQV,-57-1,1,0 • 04R1�W BALD- ---- y6`I/. 7D i e` 13,-/T &e5-M Hal:) 17*15) 30 '64a47, /A—Z;rw A49-C) (/3*/5 HYa �- Inspection Report ALLIED ENGINEERING SERVICES, INC. Project No.: 01-a4/,I Date: a-a/-p3 Day: P�9�y Page /_of 171— Inspector: X.,2. E. Project Name: A,�j Time Arrive On-Site: 9:3oA-m Time Left Site: Weather �8 Sunny, X Cloudy, Rainy, Snowy, Windy, ; ;1 ' High/Low Temp. Other Description Equipment on Site (description, hrs. operate t��� EX boo ky�rDE- (�-) ( !� yo"o 1�MP neu UDLV`O �Qc -�3Jfl Lam Crew on Site • I -oP 3 -vP5 Gam Pe Notes svz�: i f;Z7,5 sEa•�,r c-g:j6rC — �N a7 Si74 O t ally Es Y S M Aoki 4ni v ate. a spector Date Date o2 -a/-03 Page_�of Notes Continued T B r IV 2� 3 ��rti1��¢t�-tom .t.M�r-r�,7�..r-n �l�.tr�'-0"��� a✓�-^'„" / r.G-��t-J Gr��r_� . AgA tom-�. ,�. oP r�-z eN WA - fl�� 11, . /,vt,�4 t�P4, rs� Ys e u-ry' REP, eW ? 3 -) re MH 9W-E: MAJ tZ�7-- wA-,2 Allied Engineering Services,Inc. Yl C4eV5P-7-- C. t S Co: t j-j i t 1 41,17 &5Z7 44f6 07 04-775 1, 31 VZ 71,,IIT ear— 9 a-3 ng k1lN if 9. 10 %,7P, 17 1 E7 Seri ice-, hic. MR 0+ -3-5.5 35.75 ii 75. MH 0+ F6.0 7 Sam Allied f?rIineerill r,Sur.ice�, Inc Inspection Report M f M ALLIED ENGINEERING SERVICES, INC_ Project 1\o.: o, zyi. o, Date: zoo Day: Page ! of__� Inspector: 7 Project lame: &,ivy el- L Z_4'r_ Time Arrive On-Site: /7_11:�'_ Time Left Site: Weather ���f� Sunny, x loud Rainy, Snowy, Windy, -3 - High/Low Temp. Other Description Equipment on Site (description, firs. operated) S/•n�t 3 Z A L /0 —T Crew on Site \J s Notes n w %. /l t C t~r c 71, M l/t-e A"f m r` Sw 44- Gla / ✓bo fv, � iI ad' a s itoT �i�i •(c�0� .ray t i h e rA Gf✓t•�'7 i ate-, .� A L �G`�27��, 1 i/ '! s .�4 iR �"C .�� !� =�4 ,.K •tit C. �� .Si Tt r -7�ST�L►� �l/� /+ it ✓L rc� -6 G-. In pector Deft Inspection Report +� ALLIED SERVICES, INC. Project No.: 01 Date: a -/9-n3 Day: l GbAJC5day Page 1 of ;2— Inspector: <.2. E. Project Name: &6AK5? MEJS Time Arrive On-Site: 9 :WA-M Time Left Site: Weather X Sunny, _ Cloudy, Rainy, Snowy, Windy, '!ay' High/Low Temp. Other Description P.Pf aw Roque car=-� Equipment on Site (description, hrs. operated) � -6,Z7 1 1 `�Gf13C EC aU;�Ge_-_ H�;_n- a3 5 c_ tfa9 EX- anal Crew on Site P.3C- S - 5 Notes FEETel� � _ - _522- .t , F=G- in pector Date 0 Date /''---3 Pagge ,2 of �2_ Notes Continued ��X,�� /'✓lTI��GLN �OA-�n�, ISG �E���v��(�_ /r��l/l!/�L�/��X/�/�7 4 Al J �'C��i�✓%✓v�r`��_ Lit!a�C%IC�L�CKLJ _)�y0r%'�/� U !'��T//�/"Tf C�—i k � A� srrp o f�D v nn !� _ 42 AM �- • G '2-1.7 Allied Engineering Services,Inc. Inspection Report ALLIED ENGINEERING C SERVICES, INC. vG Project No.: 61 -a.q 1. 1 Date: a.-13 -o3 Day:TucspAY Page -J—of P�- Inspector: K . 2 . E Project Name: Time Arrive On-Site: DOA Time Left Site: 1f;00PM Weather / X Sunny, X Cloudy, Rainy, Snowy, Windy, ;N High/Low Temp. Other Description p-7 F- C'A'- J Equipment on Site (description, hrs. operated) yo Crew on Site law • 1 -ors ._��- 3-4-�1-BS �/- o e5 Lis Notes t 70 S 7D J A I Spector Date Date ;2-- 3 Page of 2 Notes Continued _ A jie- S.r �G - P r • e _ Ca '&0 • 6� Allied Engineering Services, Inc. Inspection Report ALLIED ENGINEERING SER\/ICES, INC. Project No.: p l-241.1 Date: a.-17-03 Day: MyND A y Page 1of3 Inspector: K,P. E . Project Name: Time Arrive On-Site: T: 3DAm Time Left Site: �4/!SPly Weather 37 0 _4_ Sunny, _/C Cloudy, Rainy, Snowy, Windy, /a3' High/Low Temp. Other Description G� R o�l l� c2Zi Equipment on ite escription, hrs. operated) ��- �l�DCT G Crew on Site Q-T�PE IM L> • y-ems �-oPS LL�s SA4 ► 7to0 FE,2Gr su��5� Notes 57;;9 - sue}: 1-7+95 F suB�As� 8 a- i V car_J k:rg( ism x a�2u�� T- V. AL P409=: PVC /mow.Q d rt_ / �.�, 'g �., �2 irfspector Date Date, —17:-a3 Page of 3 Notes Continued '� S v /1�•�2�r-aCe� �� ay!.�ca1� �t�u..�..se � �� �J�� �--�� 46 -/t2P - - - v nicer � a ee- - Aof el 1 Allied Engineering Services,Inc. c), ;Z7 A 113 ---------- Inspection Report ALLIED ENGINEERING SER\/IcES, inic. Project No.: OI-,L i I• I Date: d_-I y -03 Day: F72--Eb9 y Page ( of 3 Inspector: K .2 . . Project Name: &K7t%- Time Arrive On-Site: y. A� Time Left Site: 5 P/L Weather o Sunny, � Cloudy, Rainy, / Snowy, Windy, -3 28` High/Low Temp. Other Description P.T:_f� Equipment on rte (description, hrs. operated) C,�%— ;35 V DU!'o FAQ Ax ELTp Nz�� Gam_ bZF D� C_0qT_ /4U 61- &D/'V1tr aVV 213 s ea✓�/��'�"r �u�� Crew on Site P.�?F Rc o TPD • 3 - GAS 3 - oe5 Notes 5v — s7A : l9t�0r s��3.4sE y 5 - An4.,� on T %/'W V-✓WInl A�ni �E,li� �•%�L...c� !/✓l..rir.� /t//I/Tl.�+�/ lal�"i J1'L��(„�� 0 CO - to'�e Cloti > � � ,� /l c�r���ffs �&d 3)• (9a-y)1 / Insp' ector Date Date .7 -/`f-o3 Page a- of-3 Notes Continued • Ind 11014 - F- f�— 0 Allied Engineering Services,Inc. I i I j I I i I I I i I I I I I I I I I I I I I I _ I Aliied Frt-lneerin Services, Inc. Inspection Report f; ALLIED ENGINEERING �� cc SERVICES, INC. d� CT Project No.: Date: -lat—o3 Day: -r1huesbA)' Page_/ of_� Inspector: K. .E. Project Name: Time Arrive On-Site: g : 7 Time Left Site: r0/"1 Weather 38` L Sunny, x Cloudy, Rainy, Snowy, Windy, /moo High/Low Temp. Other Description Equipment on ite (description, hrs. operated) C.-4 /Vd lr e&,4b E—:r BW a/3 �✓'r > ' ,�c you _ Crew on Site • � —l�5 3 — aPS Notes 5u,&AASt7- !Of-/C) T. V. -�oe • I pector Date Date,Z-(3 -v3 Page -2- of Notes Continued 5V7�1 / . C C � /✓V r C ` �e� 441 ce�P spa t n+ ,mil Allied Engineering Services,Inc. Inspection Report ALLIED ENGINEERING SERVICES, INC. Project No.: Dl-aL11 .! Date: -!a-03 Day: �iE poky Page—L-of 3 Inspector: K.R, E. Project Name: /V r,J5 Time Arrive On-Site: F.3OAej Time Left Site: y;/,s PM Weather 0 x Sunny, Cloudy, Rainy, Snowy, Windy, 9 High/Low Temp. Other Description P=PE caw Equipment on Site (description, hrs. operated) 5::� Ex- Bb Ms�(> BW�13 ..s�ra�Ti� qey� Crew on Site P--PE cR-E-J t'i4 Notes f is� smgaqsE F�4- Sic�Brts E n p ,mil - ,i.o �i A�rK� �--+.eon- .✓lam -�n- zm "" -4o� Zrtj�a�l 2/- 111 AZA -� .�o I spector Date Date ;Z-1 a-o 3 Page -Z of-3 Notes Continued • - -G 5 �vE 3D - J av + .off fI • Allied Engineering Services,Inc. Date Page 3 of 3 • � As-built Drawings o — E • (�irOC g�s�f�G �� /.� —d3 Allied Engineering Services,Inc. Inspection Report i ALLIED ENGINEERING 8S / SERVICES, INC_ Project No.: p( - mac// Date: Day:i zrEt�;©AX Page-�—of 3 Inspector: K.P. c- . Project Name: pr4X76e lbws OA;EL-77) Time Arrive On-Site: SoA Time Left Site: 3o Weather �j _ Sunny, Cloudy, Rainy, Snowy, Windy, 38;lI'y" High/Low Temp. Other Description -PAP& e_� P � Equipment on Site (description, hrs. operated) / --- G'A-p— �3SG. l�o�_ C2) 4;.278 r G�-V 321Da 4fA-7 - 3111�l,b Crew on Site Px7fr-- c-, J • 1 -o F ;z Notes ,4�� L(i(iC /�/ /�fi� �pD,i��2L✓K �sC d7'I �idwr7 �i� o • - �� o2lio3 Inspector Date Date ;z //-43 Page ;2 of 3 Notes Continued so 35 F f!VPilt�t�_ a - -4; - F -S FG- r' r 4G wq,�Jlf ``$�1��--.�����a��2�98.,�rp� •a.0 �d'� / (/ .ciu�s.��n1 C/IOJa� ca Late ve. wed• Z 0p i V y:G - - LO - P Allied Engineering Services,Inc. O SANITARY SEWER AIR TEST REPORT Project Location: ra26N5aN 5Avx7TA2y MAxW Project Name: Q�CJ�jyE 15 p�}ig5 p Inspector: ky&F-7 le. Flqk�ff� Date: 02—//-03 (Print) (Separate Report Required for Each Test Session) TV Inspection Required �No Mandrel Testing Completed? Date Completed or Scheduled: Station Total Test Time(Seconds)for Pressure Drop (&Manhole ) Main/ Size& Length C1 K) Shown(psi) Comments Lateral Material (ft) From To Required' 4.0-3.5 3.5-2.5 O'i•% 9 7 Main �5 51,16H6('1aa loa( � C.2xG:t1,N7a5 _ Pa Fail Laterals �a 850.5 mac, ______ __ ___ __ _________ �srr Totals 7q a w Main Pass!Fail Laterals Totals • Main Pass/Fail Laterals ------ ------ ------------ ------ Totals Main Pass/Fail Laterals ------ ------ --- ---- ----- ------ Totals For C and K values,see table and formulas on reverse side. For total C. :.0,test time(seconds)required=2 times K For total C>1.0,test time(seconds)required=2 times(K/C) TEST PROCEDURE 1. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. Increase the test pressure by 0.433 psi for each foot of average ground water depth over the invert of the pipe under test. 2. After an internal pressure of 4.0 psig is reached, allow at least 2 n-unutes for the air temperature to stabilize, adding only die amount of air required to maintain pressure. 3. After the 2 minute period;disconnect the air supply. 4. When the pressure deceases to 3.5 psi (or as required due to groundwater), start stopwatch. Determine the time in seconds required for the internal air pressure to reach 2.5 psig. If this time exceeds the required time, the test is successful. . ACCEPTANCE: The tested sewer section shall be considered acceptable when tested as described herein if the section under test does not loose air at a rate greater than 0.0015 cfm per square foot of internal sewer surface. Inspection Report r v�L • ALLIED ENGINEERING SER\/ICES, INC. Project No.: O I-o2`i/ Date: a.- 1 b-03 Day: MoNba y Page(of 3 Inspector: K.K .E . Project Name: FgX7 &,)s z� Time Arrive On-Site: S,yd A m Time Left Site: 5,P/' Weather 35. _� Sunny, X Cloudy, Rainy, Snowy, Windy, ae High/Low Temp, Other Description PzPe Equipment on Site (description, firs. operated) HL f=� 5�4- Crew on i 3 --Li485 stir sue{: 3 Sy >c4N sr� Notes 0 T(,` MH oEQ Al g Z-F 2 i '` RcP ��iss 3 4N SE A. A.s Z-F Ja lz-ce S s N 57-01,1z" s � f -4 li fs-ec-tor Date Dated-/Q—D3 Page oZ of 3 • Notes Continued ag�A— Age � .� r AIA I :3o- -Xt7 -7 (N.-W z t+t - 6C>— AQA Nl 63 Allied Engineering Services,Inc. ��4N) P�.P �� s f5w cne- IYA"j T M)4 Nub q) 3 7f ;P-I J 3 7,F& jI Y6gs 3--l- X?-VERi--XA) M H (�J) E�- J 5 Af b-�3i.5 �.99 I yG�y,g3 Ir�IH GUI-q suMp }�E49� Ll 7 43 Inspection Report r ALLIED ENGINEERING 65� SERVICES, INC. Project No.: 01-o214(,I Date: .2_-7-03 Day: FgjZAX Page / of 3 Inspector: K.R.E. Project Name: bAX,-E-,e_ M sre _\ Time Arrive On-Site: g'.3o Time Left Site: 30 pN( Weather Sunny, X_Cloudy, Rainy, Snowy, Windy, �� High/Low Temp. Other Description PzPF_ Equipment on ite escription, hrs. operated) Vivo �P.�r�-�� �o��. ��- G•eA��_ H:�2 E Crew on Site � -lifer-S �4N STaLN[ 5 . MRTtaV �P�PE > 7aDAY`S Notes s a 7 gc-P 65QA, F 2/ �2Gf� GGs3�5 j Sv-B�s*r/ygf-�u � END �Q N SNJ �• 3C' -- � 67'l �..1-�i��,�v r�1 ay�lLEi�rear��f� 7Z5ogre cam. �o 2-7-e3 I spector Date Date od Page of 3 • Notes Continued ZL A � Mq Ale— • „ t 5�A- 3�3�/ �u .,�,� 2 „o a 1 is 1,� GJ _ v G �o �/•'��-- r�u,�,y> ct-rQ i207J e� t� � IarI.C/'�?�i'�— srL._ Allied Engineering Services,Inc. 97 M 14- ! ,� g1, 77 777 m 44 +77. V EP--r- x�u is) +7), .2 4 77,a3 '2j 5z/$f f 'P,+15 7. IV4 Flq. (I 3* 03 ly' 3409 I 7 q5 MP 3+/0, 5 -T-WVER-,r- -TIV 6\A m 11-P-VE79 7- VU '7.az 9 3,15 K -4"') svmf 7-3 P-- E .2 rz'-�- -.5'y 7-27 i 4/b 10 7 11", .5 ti 34-50 Al r-e--p sm S"'r'ice"Inc. Inspection Report _ AM ALLIED ENGINEERING SER\/ICES, INC. Project No.: 01-1141. 1 Date: a_6-03 Day:iHMP-564y Page of 5- Inspector: 1< . Q• E Project Name: Time Arrive On-Site: 5:q 5 /Vl Time Left Site: y:/5 P/11 Weather a3/ ->- Sunny, x Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Description •f�FE Equipment on ite escription, s. operated) GA—a35,f- Crew,o 'M Db, 1 -0P5 3 l�i�SS 1- 57;4-e svA . 1 46.3 E4N 5,"'1 Notes r::01D sv a-+6,7 E4 N 5 A4 + P.�, arm �a,.t• �r� n1L �.n �w� /l�f�� _�izv.vie,— s� n 10: 15- I Spector Date Date a-6-&3 Page of Notes Continued -s 7 �.2-7 s �r 2 LT FG-7 4b- I2 ®0 Rl Ale 444 -3 � Lt g � S" c�NTYr �D�r I MA( ip'! lied Engineering Services,Inc. o of S Date eP-7 5-iOlplll? 50'-Ef— '#V�A) Notes Continued S7/- I e's(-") I L F- �- V. r ms 1-4- --T-7 yis 3 7 92 ecp ;7—9 7. 79' 7,79 P 7 fe 51AI o 14 7. 73 F- 27 7. 75 ,5 3 973, q 5 Z P-7 AC-P 5 7 C�) A4 1( 7& -?7"19,r-P 5M zeW MI- 57 2- oq 7 7, 15 'if 22 sM 9-4 Z'5 7 7, 51 7, Nl 1 q7 11"4c"o 51q U R41- 5 7P 610 a7-ezp SM 7, 91 Ip P-A 5q j j 7,73 � r,27' RCP --,Ivl 0+7y.73 7, 57 a477 a3 -7 tj (5 /v?1-4 Z 71,73 -TN > Allied En aitieerhll;'Seri-ices, I/Ic. SANITARY SEWER AIR TEST REPORT Project Location: FtA&W5wV 5E;-jFV-. IVAx/U Project Name: /t1EvjwwS (P,6ASS= Inspector: K YGE R. Ee-f-� Date: ;?-b-03 (Print) (Separate Report Required for Each Test Session) TV Inspection Required? Yes/No Mandrel Testing Completed? Date Completed or Scheduled: Station Total Test Time(Seconds)for Pressure Drop (&Manhole#) Main/ Size& Length C1 KI Shown(psi) Comments Lateral Material (ft) From To Required' 4.0-3.5 3.5-2.5 94-Z,O,7 P-*33.7 Main �5 a�`/.O� 1.L2373 67,9.5�L5 py(,9o.%E 3.3�5� a ail �� Laterals A� -� It'd��{ g5D.5ncu 1✓�"y�tvrt (FG-s� ------ ----- -- --------- ---- -oa- Totals I I I9y. Main �S a79.D ).037 ass8 690.525 a�((v9o.525) - Fail �Q ag415.& al+.6.� - 3,3�� Laterals 550,5 ------ ----- - - --------- ---- -OLD (r,-,-7� Totals l !y a n� • I+31.(0 �9+GR,(r Main �� o2a�.0 )-aq;o'{ 6g9.g5 aX599.N5� _ ail M I`>< /y� Laterals 61.agaoN� t 3.3 psia• 850.5 - -----I - Main - -------------- ----Totals �J��r a 1,a926 5-vy.0i5 aYsy9.61Z _ 3,105 L as Fail Laterals 61_91;ZG1;1) - ----- - - --------- ---- F67-9� Totals 1�1•�y++r For C and K values.see table and formulas on reverse side. For total C. 1.0,test time(seconds)required=2 times K For total C>1.0,test time(seconds)required=2 times(K/C) TEST PROCEDURE 1. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. Increase the test pressure by 0.433 psi for each foot of average ground water depth over the invert of the pipe under test. 2. After an internal pressure of 4.0 psig is reached, allow at least 2 minutes for the air temperature to stabilize, adding only d.e amount of air required to maintaiti pressure. 3. After the 2 nunute period,disconnect the air supply. 4. When the pressure deceases to 3.5 psi (or as required due to groundwater), start stopwatch. Determine the time in seconds required for the internal air pressure to reach 2.5 psig. If this time exceeds the required time, the test is successful. aACCEPTANCE: The tested sewer section shall be considered acceptable when tested as described herein if the section raider test does not loose air at a rate greater than 0.0015 cfin per square foot of internal sever surface. SANITARY SEWER AIR TEST REPORT Project Location: u N 1,4iu E7 54-n► y 5Ejj-ae _ Project Name: j&4qk,/,M /y1r:p4th"Z, y Inspector: a;�.�,p Date: -0 3 (Print) (Separate Report Required for Each Test Session) TV Inspection Required? Yes/No Mandrel Testing Completed? Date Completed or Scheduled: Station Total Test Time(Seconds)for Pressure Drop (6 Manhole a) Main/ Size& Length C1 KI Shown(psi) Comments Lateral Material (fi) From To Required' 4.0-3. 3 13+'11.3 020�N'Y.5 Main � �2a3,o2 0,63(95 IN3•o_W aXly3 = 3 H5 psi ass 'Fail M� MH Laterals - --------- ---- -f/A- 5m 0F6-9> -3 j Totals - ----- - S.�.v ID�O� JI 43� Main g �r g28.0� 39�� `Y0..112 2)(Ioy.9Y7o2� = as Fail Al 14 M Laterals /f rr )12,7 / 0.17N/,F5 J`,S'35d- '�19•9 -3� Totals I 0.57W-5107,117X, 3.7 . lla3y 13+a�� Main 2r I9/,� / ,555-976 13y,n4"i�a�1��aasHj 3.`1P5i Pa Fail M P M(l Laterals - 11 Ir 1541,5-- - 239ti75 27.172 _ofl 5 5 lEar�) (UQ-5> Totals 1 D,835351 ,1.;.078s/ L 5.N ' d 3,-79,G Main g 70.0/ 0,2177 H9.1$ 67,YOs) 3.y j L Zass Fail M 1 H 14- Laterals y ii 103,D/ 15% �. -s) Q-�) ------ ----- -- --- ------ ---- a.s .. Totals 0.37735 (0MOY a.3ry.L^ For C and K values,see table and formulas on reverse side. ` '-For total C. 1..0,test time(seconds)required=2 times K For total C>1.0,test time(seconds)required=2 times(K/C) TEST PROCEDURE I. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. Increase the test pressure by 0.433 psi for each foot of average ground water depth over the invert of the pipe under test. 2. After an internal pressure of 4.0 psig is reached, allow at least 2 minutes for the au temperature to stabilize, addnng only the amount of air required to maintain pressure. 3. After the 2 nunute period,disconnect the air supply. 4. When the pressure deceases to 3.5 psi (or as required due to groundwater), start stopwatch. Derennine the time in seconds required for the internal air pressure to reach 2.5 psig. If this time exceeds the required time, the test is successful. ACCEPTANCE: The tested sewer section shall be considered acceptable when tested as described herein if the section under test does not loose air at a rate greater than 0.0015 cfn per square foot of internal sewer surface. Inspection Report ALLIED ENGINEERING SERVICES, INC. ProjectNo.: DI -a't(. I Date: 2-5-03 Day: wE.lylE5pAY Page ( of5 Inspector: K • P1.E. Project Name: &4,q e.1T' �JS (�P1�fls�=) Time Arrive On-Site: 8:30Am Time Left Site: Weather �2 S Sunny,_ V Cloudy, Rainy, X Snowy, Windy, 1,0' High/Low Temp. Other Description P.nPr= C-� Equipment on ite (description, hrs. operated) �X)zt�' gyp--2 C-- CA-3— 27 G Do a�UP-. Rio Sea Lc- a� Crew on Site Pzpe c �osrD c� ?DD_L> P5 -o /e,3AS E4N s7� -sueF�.t� sue- sue: 74sY ourrA-a- srr Notes U'✓b —TT—A: B f 3Z ou.rr—au- sM D- Lz'� l64`9 ..5A LI. 'AL ,�� _�s l�CPw�u2_ � � Tics-- _ u F 10:00- PLO- tee,,,a,I bT- 7t�- M�"'a n '::� or/7 -irn e✓� �.Y�.� � �ro� �� T �ivi o �Dfli L r II ispector Date • Date ,2 —5 -d _ Page �7—of Notes Continued vim^ r �2rrrt �p c,;,n � 4�- IZ4.JJ 46 Cl 7AF AItI .2 Allied Engineering Services,Inc. Date e2- Ya`�c -13_ of..ram' ,;"L7" 9-C-P s7Z eeW 5 C:VO�a-MA�l ?:ote5 Continued -F 73 y6ga..D9 I.1Z- A711RzF-sM g Iq(, ga.3� IC a7 Al I I ' EP i Pam �_ S • SANITARY SEWER AIR TEST REPORT F�k(�u5b-N �, E4uEz�yhN s�� Project Location: r-;,, Project Name: jW7E1L. N ,%dl,IS 61-1 Inspector: k y1Z I?, Date: a-5 0 3 (Print) (Separate Report Required for Each Test:Session) TV Inspection Required? Yes/No Mandrel Testing Completed? Date Completed or Scheduled: Station Total Test Time(Seconds)for Pressure Drop (&Manhole#) Main/ Size& Length C1 KI Shown(psi) Comments Lateral Material (ft) From To Required 4.0-3.5 3.5-2.5 15+77 6- Main g 25��7 n.99' 18a./d ys 0y,Sa.1 = ass ail M/ Laterals 31,y.256sG pe 4l9i -oR' HE- (LT 1 Totals ----Q 07,+`- (p Main J5 021-5,J 1.M3ql 539.777 (X53:g7�Z _ ail 0.2`837a) M 1 Laterals ggD.Seee - ----- - - .------ ---- F6 Totals F • �f�5. ti�y3 Main 15 alga 1.91,g7lr 53n,155 'AY 539.55) - Pas Fail MN MN Laterals 150 s bge- 37) ------ - ------ ---- 1,oe- l5�run. �� Totals y aIfflk- �/+HB•lC Co+99 Main 6a1.-V5 3.`/Ps� ass ail Laterals a 85D.5e.e,e- / 1 --- - ------ --- —oa— 15�nvr�. F�� Totals - I N Amur For C and K values,see table and formulas on reverse side. 2 For total CG.0,test time(seconds)required=2 times K For total C>1.0,test time(seconds)required=2 times(K/C) TEST PROCEDURE 1. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. Increase the test pressure by 0.433 psi for each foot of average ground water depth over the invert of the pipe under test. 2. After an internal pressure of 4.0 psig is reached, allow at least 2 minutes for the air temperature to stabilize, adding only the amount of air required to maintain pressure. 3. After the 2 minute period,disconnect the air supply. 4. When the pressure deceases to 3.5 psi(or as required due to groundwater), start stopwatch. Determine the time in seconds required for the internal air pressure to reach 2.5 psig. If this time exceeds the required time, the test is successful. • ACCEPTANCE: The tested sewer section shall be considered acceptable when tested as described herein if the section under test does not loose air at a rate greater than 0.0015 cfm per square foot of internal sewer surface. 2_57 �3 • SANITARY SEWER AIR TEST REPORT Project Location: F15p' usP/�j `"Ry SE(`" Project Name: j0o(1z12 meAbcWS Inspector: Ky6F e., C-GA:;� Date: (Print) (Separate Report Required for Each Test Session) TV Inspection Required? Yes/No Mandrel Testing Completed? Date Completed or Scheduled: Station Total Test Time(Seconds)for Pressure Drop (&Manhole tt) Main/ Size& Length C' K' Shown(psi) Comments Lateral Material (ft) From To Required' 4.0-3.5 3.5-2.5 +DH.(o 94.55,7 Main /S o�rj�. 94)Ho)-(�a(.y7ZCaX691 Pass Fail M,4 �•461Ho�� ' M Laterals (F6 Fb-5� ------ -- - --------- or - Totals Main Pass/Fail Laterals Totals • Main Pass/Fail Laterals Totals Main Pass/Fail Laterals Totals 'For C and K values,see table and formulas on reverse side. 'For total C. 1.0,test time(seconds)required=2 times K For total C>1.0,test time(seconds)required=2 times(K/C) TEST PROCEDURE 1. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. Increase the test pressure by 0.433 psi for each foot of average ground water depth over the invert of the pipe under test. 2. After an internal pressure of 4.0 psig is reached,allow at least 2 minutes for the air temperature to stabilize, adding only the amount of air required to maintain pressure. 3. After the 2 minute period,disconnect the au supply. 4. When the pressure deceases to 3.5 psi(or as required due to groundwater), start stopwatch. Determine the time in seconds required for the internal air pressure to reach 2.5 psig. If this time exceeds the required time, the test is successful. • ACCEPTANCE: The tested sewer section shall be considered acceptable when tested as described Herein if the section under test does not loose air at a rate greater than 0.0015 cfrn per square foot of internal sewer surface. Inspection Report S i ALLIED ENGINEERING SER\/ICES, INC_ Project No.: (W—2y(, J Date: Day: 7"ue,;,b.AK Page_�of Inspector: K,e,. F . Project Name:gqX_ Time Arrive On-Site: g: � ime Left Site: '1.o0 PM Weather �9° Sunny, Z Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Description pzpc cAO:iJ C. - Equipment on rte (description, hrs. operated) - z3s L;2 G - f-->7 F e'oc ?uo C C _ A-10 Z Crew on Site Notes `�,r� � ,..�..2 �,,v��-,ti. /JC tied. ���,r.�A.vL.u.•.e_.-� ` nspector Date Date a t/--cs3* Page oZ of 2- Notes Continued • nrr IAV C-W� /l2 07� GLwc inn // 38 Am Z"m — �Dr 3 , 45 _ _ -�� T "6o AM Allied Engineering Services,Inc. Inspection Report JBM ALLIED ENGINEERING SER\/ICES, INC. ProjectNo.: Date: a- 3-03 Day:Nouy Page)of 5 Inspector: Project Name: &4rrtk MFA&,>ws �p�) Time Arrive On-Site: T. 30 A-M Time Left Site: 3: 3D -PM Weather • Sunny, _ Cloudy, Rainy, Snowy, Windy, 9• High/Low Temp. Other Description A0*AP-' 5-u�c-.e Equipment on rte (Uescription, hrs. operated) y01,u a Fk6NT Eub �- 2 Crew on ite ';Z� --o PS -oPs srA,*;: vm: i&+-775 Frie,41— s s Notes ue : /(,477.3 ss F-W.b x --A' 1(.+3`t lei- 55 bun 57-A, IG+38 GA o s5 6—f �aCs� T.O ate. T m Zee z v4-- Id'00- je- Inspector Date Date -03 Page of 5 Notes Continued • �'ny._� td-��iyYiiGI.�CC� '�ln � /12r�Le�_� �`�� 2-n�i�G �d.!_ �d_-�e-�/u.lsa�� car+.,tia 2-7 a PV Ij IV �dfJi/l� �eri if - G J� S 33 5J�I 3sPVir-- L s 1 t ilkGo � F 7 Allied Engineering Services,Inc. • Date--3 _ Page 3 of S Notes Continued 3d_ - a 7W-11ASlS 4PNT Ys X S (M Ave .J 9LI2- zs Avc !lied Enaineerin;Services,Inc. Date 2-.S -03 Tt,c=e ly o; S ?votes Continued HI ito+.27.5 I )3, of �(r78.b5 I? TAJVE T- �N s\�-1 IA.of W I I I I I MH 477 _L( 45� i i )a.gl y(o78.a5 �l£/al'SOR 95 PP!/ . I1.21 16+39 , )a _7/ —l2:i�"s��e 35 ,oy,:=. 11,71 ���+77.3 i I I 10.y5 I `l(079 `j8 S"ENV T�2rJ(-S M/+ 9.�s p ila+la�f Id, as ;,Vk6, J5 i/f 8„5��35PyL 9.�1 (o f15 1 t I +38 4 �1 S 5,bR- .35 Pv� 1 ,97 I s62 _oe PA6E- WPC SANITARY SEWER AIR TEST REPORT Project Location: b. FAb •NHS lul--R f=091—c AIA-7W Project Name:f4yre,,�, Inspector: Ky�[ R, 5C�CEF— Date: a-3 -Oa (Print) (Separate Report Required for Each Test Session) TV Inspection Required? Yes/No Mandrel Testing Completed? Date Completed or Scheduled: Station Total Test Time(Seconds)for Pressure Drop (&Manhole#) Main/ Size& Length C KI Shown(psi) Comments Lateral Material (ft) From To 1 Required' 4.0-3.5 3.5-2.5 M1A C/4C4�' Main �a �'1•�' S3310� ISf2•�9(0 ISla•d1G ass Fail C�V_�` up -5 �5.331M Jc b s. JP17z66 Laterals G 79,s3eac ps ps� $_+� Nc� > t�ys ------ -- --------- - -oe- F� °R`Y �ev:sE ANY LANE Totals 11.33-Z— �j M u7ES P11-4Ei-,5aR Main Pass/Fail Laterals Totals Main Pass/Fail Laterals Totals Main Pass/Fail Laterals Totals For C and K values,see table and formulas on reverse side. 'For total Cal.0,test time(seconds)required=2 times K For total C>1.0,test time(seconds)required=2 times(K/C) TEST PROCEDURE 1. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. Increase the test pressure by 0.433 psi for each foot of average ground water depth over the invert of the pipe under test. 2. After an internal pressure of 4.0 psig is reached, allow at least 2 minutes for the air temperature to stabilize, adding only the amount of air required to maintain pressure. 3. After the 2 minute period,disconnect the air supply. 4. When the pressure deceases to 3.5 psi(or as required due to groundwater), start stopwatch. Determine the time in seconds required for the internal air pressure to reach 2.5 psig. If this time exceeds the required time, the test is successful. • ACCEPT-ANCE: The tested sewer section shall be considered acceptable when tested as described herein if the section under test does not loose air at a rate greater than 0.0015 cfm per square foot of internal sewer surface. /� `C� a --5 —`el 3 Inspection Report ALLIED ENGINEERING f cSG _ SERVICES. INC. Project?,,To.: 0/-.2q/,/ Date: /-3/ v3 Day: rk=z�AY Page 1 of .3 Inspector: Project Name: &4gEr MFADrc.)s Time Arrive On-Site: R:-SdAM Time Left Site: ,2: 115 pM Weather o/ Rain Snowy, Windy, ��/3� High/Low Temp. Sunny,�_Cloudy, y, Other Description Srev sE R-o�i-l� c�J Equipment on-Site description, hrs. operated) X e- r��PAc iZ )IIV G5Dl� Lb �- Voi.Vo Ff!ovT—svD t�i9t _ CA- ---b,7F�- bg)09�?� Crew on Site 5A*rr Y s5w�c'e� o C-Oec—�k/ • oZ- -OP5 a2 -DPS s�tnrxrs�-y s�a�rr-- �e�iJ sv i- sraq ; t a 3 F5> 55 Notes -2-�.2 lea•oo - S ,� Be,..t� ��,v�—,���l �� �� � .�- nspector Date Dated-3/-a Page�_of 3 Notes Continued vc O.o Biz - Z,7 .ao � . .�.e t ,a i t n,w a l��zr s� n�tiJ cep Mt— ell 7on�S_�,�TYS Allied Engineering Services,Inc. Date / -v/©3 Ya ;e 3 o; 3 ( ?Votes Continued j-7�-a 3 I 13,G� 1 77 �_��+lo f — -- �/lo 7 1 35 P 7 5 -- --�-lz 15" s�e. ►'c- lam +`/7 �677. 65 J5 35QVC- J3 - I -- I------ ( " &4 q3 i - 1 ---- _ �3, �I416--7 7,70 1)' 15" sip 35 PVC- Al 1 J I I i 1 ,�l I I i I i i i I I I j i I i I I — I i I .^��lJ1 L':��i':%��ill` Je/'•�l Cam: <<:�. Inspection Report ALLIED ENGINEERING SERVICES, INC. Project No.: p -2y l• Date: 1 -30-03 Day:T�4agsbi9 ' Page_( of 3 Inspector: K..1L.E Project Name: g,Axre:�e- Time Arrive On-Site: S: 3oA-M Time Left Site: .6,0 per( Weather yam' Sunny, /< Cloudy, Rainy, Snowy, Windy, /35' High/Low Temp. Other Description Equipment on Site (description, hrs. operated) CA-T a3E5C- 14e E 62L) GA-v- yol-yo Fw-�T- 6w'D L11-p - CfA--- n— Crew on Site 5A- WX AP-Y ,,,r C,-EiJ RSA D ca4ERZJ • TD Dt n � a O PS a2- aP5 3 -�prgs Ste— sti* ! �f GG F�3E- 55 Notes s. 3a -Ae� as PoL sU /A 10;C)o - BP' i f �_ .� .vim A—, ell I Spector Date S Date Z Page of 3` Notes Continued 1( �3�1 .SdriN,CiGv1 �So...cA �i,et.) �a,.,�t�as(,Bd ��17GG/L Bh✓���n,.2 6.j,�1'�.*..G._— a 3;tr- `w�v 5 a A3- Q v Y 3�3�` i�n:�7iv� �e ��' /»O,�_ !i,D� f10W� L✓sG�P�.�.c.., ,�� �L.�- 4tl -o �Q1�✓t'rs L�AJT Z,- �y3 Allied Engineering Services,Inc. s +� Date Page 3 of 3 ?Votes Continued STA CZ- L M- 14 737 &6, I Yn 17' 74;- qT — 1S+ yJ ; i j I�,SU y67�, 57 a7 k/- 15, 62 j 41&7,1. 75 -LT /5 5be 35 pw- q676.3S 7 i "Y6 77. !)f, J61, shoe- :?j-7 7-15 Ll- r-T 7,1 '/(77. 2, Vt /6" 5bP, 35 Pile— ) 1 /5,l5 7, ;�; 16"'SLe 3 54 - I31/74 3& ;zff-77. 3 i i IF 57 L A05--�6 17 50 r�qA3 -p- 5 5-bP4, 35 PVC- /ass � i�fio i /�" StaR.�� UL �v� '�/�, /G�gy 11�l�,"sow 351'UG, lG �2,5 i I�/5 7Nv tz ou Inspection Report ` ,, f. ALLIED ENGINEERING SER\/ICES, INC. Project No.: —aq 1 Date: ) -d`7 -03 Day: weLwE;56A y Page of�_ Inspector: Project Name: Jq � Time Arrive On-Site: 3 o,qM Time Left Site: Weather o X Sunny, X Cloudy, Rainy, Snowy, Windv, ��° High/Low Temp. Other Description Equipment on Site (description, hrs. operated) A"1 C,4-7- 113 5(f- fJor- EX 3&C>c c Mp E--- Vivo Gam$ s emote€ p7 F:­ Crew on Site tl -� s ';; ad+5y �CeG 55 Notes sJ �s� : 0437. 7 r=74,AJ 5m ,vfl sv--^ : ) g f&G sa A : J-i- 3 Z-7 41J 5/`1 f 39 -7 - „.5 V - a o yc V � s rrl o s /J IV DD ' LJ O a � e 6-,7,Y�c l•.J��/ a-Le .) AP ,;(11-- , Hoyt • �Ffi � spector Date • Date ! —,29_e Page a'2- of Notes Continued oa - - s - - 1+y -CV �s►YrS Q N ►`�s 193 LF �5 "sue 3 s P vc 5 kG Cis 3 N 1 Allied Engineering Services, Inc. Date / eZ9-o3 Page of-7 I S'' FEr sse ?."IottS Colltli?lled STA S L 7 as+SN I )5.61 I y67y $� ►� ,�'S 3 Pvc T) 1r3' )s� -�dD I $ I 15, L/; gC,75 05 S'' S�,rz3S PVG 1`�r od 0 115 32- 1I �f�75 l`� �I`� l5 S DAL Z 5 f4lc_ l °� I I I i 3S PyL /3 p$ t'{ gb75.,Z(,5 0+00 y,oZq 7�i •9� - ylo�r!o,�o`� �� �L 11N� �FC=c) L. 1oZ -+ s,ovc- /yam I i —!9+(�3 i I )5,A N�75 5y /5'' =4 3s € ik - 19f6c7 /5 3y yG75,�� l� /5" 50p E,Pv� lY� I9+ 37 75,7q i lE i5' 5L9- 35 FvC- /y' • °� 31a Pl c- "5D(z PvG 138a 75, 97 ;1 15" M l< 5 ' )y4q;-_ 15.75 y��G,/3 l� 15" 5-bP-35 A/C- l�sy I�-r lS%aae- z6pYc ly'y5 I - /g��G 16-7G,3 IF- IS''S • 7 Date —,27 —e3 0 f ;L7 !"lotes Continued -TA L F-V. AmLi 0 - 5 I 1 -rA 0 -t 51 -27 If 27 14 -a-7 27 5�- YGT 3. 179 7�� K C��P— Sro s7 ?66 Density of Soil In-Place 32 Discovery Drive y ;�' Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: Baxter Meadows - Phase 1 Proctor Density (pco: oo PGA Project Number: 01-241.1 Required Compaction Date Tested: )-aR _o3 Tester: K,,2,E. Optimum Moisture (%): Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 E! Nuke Serial # L - Standard Standard Standard Difference Tolerance OK? Contact Count ) 7a 1 1661 1532 1 1720 4- y +or-300 Moisture Count 1693 1 243.3 151.8 1 1055 4r3 +or-40 Test Number: Location: 26+vc> p7 Ere 66o Elevation or Lift: a Dry Density(pcf): Ila,a.g % Compaction: Jk.37,e Meet Specification? Moisture Content(%): 15,'70 Comments: Test Number: _-;—I Location: 349 Elevation or Lift: • Dry Density(pcf): p p % Compaction: 07,(f Meet Specification? Moisture Content(%): i2,2, o °J Comments: Test Number: 3 Location: 7t '2�0 . FEetssari) OF , Elevation or Lift: S Dry Density(pcf): c3 , vJ % Compaction: qg, y 7- Meet Specification? Moisture Content(%): �g Comments: Test Number: Location: 11-a 3 a Elevation or Lift: Dry Density(pcf): /0a2,58' % Compaction: 67, Meet Specification? Moisture Content(%): ojp,7 J Comments: Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: • Page r5 oflli spector, Date Project Manager, Date Reviewed By, Date Inspection Report F M ALLIED ENGINEERING SERVICES, INC_ Project No.: p y/, ( Date: f -,29 - 3 Day: �,,,ELWBq�/ Page CP of_� Inspector: Project Name: icTe_�y =' crs ��i.9szss� Time Arrive On-Site: /o:®c5 Time Left Site: �l ; /5 AM Weather s/ Sunny, /,�- Cloudy, Rainy, Snowy, Windy, 36 High/Low Temp. Other Description Equipment on Site (description, hrs. operated) 0 �tN G- Te� Crew on Site (-J PN L z • Notes nspector Date SANITARY SEWER AIR TEST REPORT -D �rr�..� Project Location: yNJeT-A'J Project Name: goqx �,r Inspector: KyL' " P-. �ice_ Date: / -o 3 (Print) (Separate Report Required for Each Test Session) TV Inspection Required? Yes!No Mandrel Testing Completed? Date Completed or Scheduled: Station Total Test Time(Seconds)for Pressure Drop (&Manhole a) Main/ Size& Length C' K' Shown(psi) Comments Lateral Material (ft) From To Required'- 4.0-3.5 3.5-15 Main 0-111,61 19.Q%S ass ail Laterals ,D e y1i ------ ---- --------- ---- t i ALL pu/_10 l-f-u.5 E Totals S yam• 'P 'Pr'-'— Main ass ail M urmm 64- C a i9,00�� 1(o s� o,�- VpLvC Laterals N iL psL a,v 17 SS ai�'�c w E iC Pur4 P Totals F., 4,-,v,5E PIZ PE 31 Main G L�g '9./o l 101.oa as ail or VAL"FE Laterals 6 P5 PS w�r -7 '' 3g,0)G rc — ��rP ------ ,,;;- - •-------- ---- 1 kov:se Totals F+e- 5 Main Pass/Fail Laterals Totals For C and K values,see table and formulas on reverse side. ''For total C<1.0,test time(seconds)required=2 times K For total C>1.0,test time(seconds)required=2 times(K/C) TEST PROCEDURE 1. Add air slowly to the portion of the pipe installation under test until the internal air pressure is raised to 4.0 psig. Increase the test pressure by 0.433 psi for each foot of average ground water depth over the invert of the pipe under test. 2. After an internal pressure of 4.0 psig is reached, allow at least 2 nunutes for the air temperature to stabilize, adding only the amount of air required to maintain pressure. 3. After the 2 minute period,disconnect the air supply. 4. When the pressure deceases to 3.5 psi(or as required due to groundwater), start stopwatch. Determine the time in seconds required for the internal air pressure to reach 2.5 psig. If this time exceeds the required time, the test is successful. ACCEPTANCE: The tested sewer section shall be considered acceptable when tested as described herein if the section • under test does not loose air at a rate greater than 0.0015 cfm per square foot of internal sewer surface. Inspection Report ALLIED ENGINEERING Q SERVICES, INC. Project No.: D 1- ay 1. 1 Date: I -JX-0 3 Day: TU E-s DR y Page _J_of Inspector: 9. R.- E . Project Name: pygXrnc Time Arrive On-Site: 7; 3o,,cow4 Time Left Site: 1)l5 PM Weather -�L Sunny, �( Cloudy, Rainy, Snowy, Windy, 3�}' High/Low Temp. Other Description Equipment on ite (description, hrs. operated) s� EX 3� Vb(�ya RR� E�x� LeAbeA_ C.4--E 6,0.2- B CAV---b 7 Crew on Site ,�,�,q�,,s � saa,� ,,� c.e� 2 - o P5 �oZ 20 s� e�- sosA pLr" s5 Notes 5 r— gnq_ o f 311.7 E 4N sM aD + 5/� d o scat F 6 55 a a o t 39. 7 E RN 5m � Y� �,;�� .�-�,e 4✓ 2 3 E4- S - B I pe�r� � /DSe 0-3 Inspection Report ALLIED ENGINEERING Q S SERVICES, INC. Project No.: D/- ay(. I Date: I -,�x -0 3 Day: _7U E,bA Y Page Hof Inspector: }C. R. E . Project Name: M,e'tm ryu*_g-�ws Time Arrive On-Site: 9,;3o ,:boq Time Left Site: q /5 pM Weather Sunny , Cloudy, Rainy, Snowy, Windy, 3�}' High/Low Temp. ther Description Equipment on Site (description, hrs. operated) C,o4 ,23 S C /7/0 E _ r�r 3.110 Z-6- lAri— Vb(,-Vb RRdrJ7- E� Chi E Cc0.2. ft Crew on Site ,�,,�,�,� ,� 2 3 - t- -5 sowvzx;-� s Ez-see- G'e65-J a,2fa0 5,7'w� SPA SS Notes S�sC� srA= C+3y.7 EQN 5,M o i-39. 7 ERN 5.K IV dam!' /it 14 3a - 3 E4-8 • I�e�r� Date d3 p i Date 1=,20--o Page �Z of Notes Continued I I 'o v c�-� ;,:,xet 'W—&e -.'�`e AEI 7 1--- �_ i+3 �� A�� , 6PI�mot 4&.M� XA � y s _T -e r Ae 0 3:y5- - - f Allied Engineering Services,Inc. • Date I -cs Page_ of Notes Continued EI F-V nEsc_ as 1DI J5• SI �073.(07 l ®K35 Pi/G a5on) 1q a 4 0 a) 3 I5, 70 y(,73. 75 (Flye )5• 60 yl� �, "2 l� /5' S9a[ 3'-� P✓G lye' D alt a l5,yq �1673,7 1 lS 35 ,eye- iy-*- J5.3 9 41G7y-0 9 PLIC- /yam M �4 �1F311v �� � )15.aD . yG7y• a$ �� ��" �N s �•�3 D.no G75•l 7 3rr �2 I + !9 5,�� G7y. 5" SDP- 35 Pvc- 5,be- 35 PyC -?o4 93 /5, y;L- yb7`/ ap f-S'O 15.3� yG7%� 15" 5�2 35 Pvc P-Z 7y.7S /S" She- 35 p✓L 3 �d �O+5 t P— L/&7y- 9'5 De-- 35 Pvc l3 ..o2v Ilied Engineering Services,Inc. Date j,--;2S-03 P,,,,-,c 0 Z S7A qkzq. A�E q�7 C M H 3 41, T-—,2q Pi (ED- 7 K E 7-n -------iL- 116,3 7 ,2-t .26 Rz:-P Q4 -03 q's M14LE 67 Inspection Report i ZZJ ALLIED ENGINEERING SERVICES, INC. Project No.: Q► -aA (J Date: 1 -,�-7-0 3 Day: Page of� Inspector: k.�. . Project Name: A4xr _ i11 5 (Ph91-f7---=7 Time Arrive On-Site: 8 Time Left Site: /�,,'Y5 q-/'-( Weather Sunny, Cloudy, X Rainy, Snowy, Windy, �g35' High/Low Temp. Other Description Equipment on Site (description, hrs. operated) 0 r 2-cc�vN�6- Crew on Site «5 C S Notes Azle 9.q 5- AIAZM-od P�/� P-_.b.,& D k W 0 • -2 -03 n ector Date Inspection Report S ALLIED ENGINEERING SERVICES, INC_ Project No.: oi- Date: Day: Page / of y Inspector: r��.„.�,, �i6�,,,.� Project Name: r�,vi p[tif� Time Arrive On-Site: Time Left Site: 5' Weather Sunny, Cloudy, Rainy, Snowy, Windy, 1S z9 High/Low Temp. Other Description Equipment on Site (description, hrs../operated) .;/a zoo L.L �o.. �c 7'.i �w..Vw/y a1 fi.✓.0 e L .7 i..- �t v-•r�-./ V/ / GtL C. Crew on Site • Z•.iLA 7 An�f.u'7 S twh� c rs_.r Z J S.tN�Tik2j' saw4� Ca- �'r 7 f��.�c� _'dip f J +97 F Notes -57-A — sn, 4 rf f't-AJJ �� �"�^''✓L n.� S � lii,... oC'.r t L f� �SbTs' ��1�-�/ O�,Darr._,.-rd WAS S'/ I O/1�L S� �i�+S �/M,T'✓'t ��WH /_rG -�, /w� �f ii �0 VT/. a� �J.�..7 . ,�j•�. f ��r 6/Y�t' S�,�owe - �a o.-. /6 y] Y/i Ya f7J/tia fl- 74o� r '�.e�fs/ Gs3/e,+2 E t✓. • Inspector Date Date i o Page z- of Notes Continued NS "� Z (is«,c/� 1 ✓„,ems '� 2� f !✓4✓ �.x c T ,lw G✓G .i_s- 3 o n �- 4a .154?- z. lip (i1 �o " �..►6.m�...4'0.. S ow .►�/:r ,L/.y� —'� Cp — L 3-7 G.f o0C 'Z-2 " l?GR 5fiv css r✓s✓ .�.r.� il� • • Allied Engineering Services, Inc. Date i ZY oa Pay c 3 o !T J rotes Continued • STA Z �/� � Z 3 /3 I- n3 I i J �j y� i `i'r 2 - �� ;S- so•� a - 2-1 * n - - - I --- --=-i-.!y — G�z 3 `� /£ !S_ sat s�/z .ems ry i I ; I I /39� 9 z 2 `tlo�ZS g ''' �s ST,� 3� /2Za i _ tar I I IN z Date i a Page y o; NOtes Continued STA I � ! i - --- i I Y,;82 -r �a-1 ir/v IL Of D f /$•S i 3 � G I 7 OZG T�—Tf -- i .//V v o u j -- ----- ! — J/y v i i i • Inspection Report ALLIED ENGINEERING SERVICES, INC. Project No.: bl-2N(' Date: Day: rgx,p6 y Page Hof Inspector: K, F, F— . Project Name: g4,y7rj,— & paws sG� Time Arrive On-Site: g: �sq�y Time Lft Site: // ' 10H Weather 30' Sunny, Cloudy, Rainy, Snowy, Windy, ;z° High/Low Temp. Other Description Equipment on Site (description,hrs. operated) 23S C- 7 F- {+n2�e� 'C--x 3aa L--- /14921E-7- Ubl�yo GLvn�T � L EA Crew on Site S c-wez /vwu Ge-aW -Tv bD _ • 2 — 6PS a y+-I k(Q Pk) -7 t f�J or�TFAL[— 5I 574e-7---5;M ).7-4 �A e 5S c�fl 5 : -7 Notes � �rA : 2�-�89 f=�� s5 z A E 1', • I spector Date Date a3-03 Page_—of Notes Continued 01 rr ' S "A - ' &.) im ��.c�t _ C� fir ra/i.P/ro C.79 Ati sV 747C. . D t5 26 �� d5''s e 3s Pv� s �z• -��� �+u�. o L ,2 cuss f-( �iier,J eE Allied Engineering Services,Inc. - Date ) —.23 —o3 Pa is 3 or Notes ContillUed a L4+15 5 7 :Z3 q6-71, 7 I IS T-Ajv XAJ(-S I.Y.,0a--J q W-15 7a,05 5 lb k- p VC, -Z 4- Date 1 -..3 --03 P a"e o; Nlotes Continued STD I ( � �, l �i� 4 ! >�— ) I r LF`✓, 1 �Jrc S� --- — 5� log6,37 -- l --�h9 3, y37----- I I � rr oo oq a7'' 5/4 � 37 I -7+ 76 SI►( 33 I I 149 • I • Inspection Report ALLIED ENGINEERING B S SER\/ICES, INC. ProjectNo.: of Date: `aa-o3 Day: W540 y Page of 5 Inspector: K .K• E Project Name: .=) Time Arrive On-Site: S 3d I�M Time Left Site: z/';3V 49 Weather Sunny, X Cloudy, Rainy, Snowy, Windy, 7 High/Low Temp. Other Description Equipment on Site (description, hrs. operated) �` Z3J54::-- AA!P�_ v D 7 NX� 4-Jel E c Coop 9 n6iM25Vi -- EX CA-7 - Vo1_vO ct+SG BAD-.'�aE Crew on Site _S�wE� 02-U5 2 - BPS -7 -tf`f Notes , sv ys Fes - S s 00 P - -e-2 nspector Date • Date 1 - -0 3 Page of Notes Continued per_ a414aZe� St�'ft I j +1d1 . I� �5� ��� ge►,yPi� ��:�.o �7-aim oC.�.�� S' ��r� 2 7ezp D'F- C^�— r k== Aea • I :w A� g to� cir�J ��v Stu' 5 5 - r J JI .lb hJPfq �QA�Q �A, oO 5Ti'9 /a 4-• a,•�,� a-e_ w � a 5m 1 +'1 oL. '�(c.srsf PVC- PsPE� • 2 •� � i /�2-03 Allied Engineering Services, Inc. Date 1 - Page of Notes Continued or Ilya r r 2-, • �D�Y�S Q N P�S -7 )5' " i2 GP e5 Allied Engineering Services,Inc. Date ! -A2--�3 P.t,,c of N'Otes ColitillUtO • STD, N)4 1.,7-7 1,41 c5z7- ;3414 IH:I. -f- -t 50 15-3 _I J4 `(72. 1 35 Pvc- -7,p,q 1 1 ) _-W SS S P V Z/6 70,7/ 7-5 pyc' 4-,)O<— q670. .03 i 41(.,71.Of /5'' 5A(2_ 35 ,PVC- S-0 -7 3 35 p VIC 60 3_5 PPC -77 1 13,77 -7/.7Z U) MH MH• Z 4-41411,7 ............. Daic P.tc,c _5 0 ir' �5 ?Votes Continued v. m�4 AEnr H=g �F --7 =tj V Lo FZ7--H -5 mp 1z, .......1627"' 2L r q&T). -73 157 -7 7-t -2o F 5 ---j+-3(a 7+ L7 7-777 711 er 1:11 . iCP., 1!:C. Inspection Report • ALLIED ENGINEERING �JC.� SERVICES, INC. Project No.: Date: J -a -0 3 Day: -ruEjEb y Page--J-of� Inspector: K ,►Z•E . / Project Name: rg4)wet-/")eA6a-y,- (PEE r) Time Arrive On-Site: T.15,4M Time Left Site: ly ;l S PM Weather Sunny, X Cloudy, Rainy, Snowy, Windy, 30 23' High/Low Temp. Other Description Equipment on Site (description, hrs. operated) Crew on Site 4eq-85 I/(/, s5 Notes , spy : //+Y3 FAG SS. - MD i 2- '' 4C-P AW c-E-3 �..,,,.�u�� g�n.•.�Pil C�v J .c.� M,v�- .� f1�ia-�p�� .���,�� �o�.cP ,� IL-7 Ttorc " D.Div I spector Date Date / -21—o-0 Page 2. of 6 Notes Continued • � ��c� �. b i r 44 Jeg v J .'D� — - - - 3 Gt,e4,J 6 47 9�1ewn- _ z ew , pelf '/ _ SDg_35 PUG a-.e— 46S • J SoZ LF l5'�5D�-35 Pt/C �w�MR�itI 9C L.P- a7/1- 3 sra iy Al Allied Engineering Services,Inc. Date J -02/ 03 Par,c o; (r� Notts Continutd STD, c --- moo_ I ' so. a� I pEs r7g3 --- -- -- ----...---I - - - L_._ 75-----7y��5=�-_. '17sa S 7 I — i J S,y5 yG 65 �i {1 S'' S D� {� vim. 17 r J ./loD _-1 -- qa 50� b 5 i�U,-- u D+13 -L ------=-- - -'—/7,8`� ;y(oGG, y7 __II5 '� b - 35 Pv� 1 6 r l4� a� i 17.5�{ yll�(• 77 l5" �/�ce 35 PvG 1LI31 07 l5" 1 v+50 yd97. 3a7 i V—10+5� i I I4,�3 ' yGG� 3g ��" ,���- ,35 P✓L t s-70 I IU�(o5 7. �8 • �--�o+7�' !�, 33 yd67. �s ;l5" s�� �5 Pv� 1� — i' to ID+qI ' 1G.o I+off P5. N lQ y(�4g. 8q 15'' SL?a 3e eve t� o 11+q3 y,sl �4G9. Sn /5"'50e ss I - i i Date /,24 -03 Pale of�— Notes Continued # '�(� — 11 ,3a I w g1.a7 7"-niyE,� )(0E-3) -- S. - ----- - - - - �._ -� � ----1 $�=3 - -�a�� "-- P---S ---- - tG i p , y6g 1, 37 �� � +G�.�g i I ---- _- i II•al —I���1.3� {��"y�,v�-�- ��,—CND 0��,5) � ! ) I .9� IyGg✓.�3 i M�tCyF"3, jraM(� ------ -- - - -- �� (oF 3.5� fv + 79 -a� i _i i _la7 s��✓Eel _� (�s� I I i i j i I I I i I � I I I i I . 1 I i I I I i I I I - I i i i I • n-0 Inspection Report i f„ ALLIED ENGINEERING SERVICES, INC_ WQI l Project No.: p/-2-1/,/ Date: Day: lug! y Page 5 of o�- Inspector: K.. f-.E; Project Name: Time Arrive On-Site: 5;15,4;ey Time Left Site: 3. 15 PM Weather o Sunny, Cloudy, Rainy, Snowy, Windy, ��` High/Low Temp. Other Description Equipment on Site (description, hrs. operated) D EQuzP Ear g��lr Crew on Site W P+4 • L�.A-KRY Notes ,ro a sv-2_ 7 - �- r Bs 16:1S - W04 C<re�1 ' dL 5 spector Date Date - -o Page 4/-, of Notes Continued H gel �n�►7,�ny� amp � Allied Engineering Services,Inc. Inspection Report y / L • ALLIED ENGINEERING \ gs� SEFZ\/ICES, INC_ Project No.: 0/-P6f/,/ Date: I —2-0— 03 Day:/ &xzb 4� Page I of 7 Inspector: K, f-.C Project Name: M,�e Time Arrive On-Site: ft Site: PM Weather ° Sunny, X Cloudy, Rainy, Snowy, Windy, /3 High/Low Temp. Other Description Equipment on Site (description, hrs. operated) CA-7— Z95G 5>l' 2G°t�GG /�� E IaOZB � �oZE Crew on Site sews n1xY�cA!F!yJ 5zJ • ��L� SC-�,c z -OP-5 z-`ems 3 G%v5 57?9,e-� cZZA. 5.5 Notes 5 I iforspector Date Date /2e>-03 S Page �2 - of Notes Continued N O N A - G,. r'l 01 • Zd —03 lied Engineering Services,Inc. Dal or 7 "'Otes C011t,III Lle 7 Irv. C— M 14 7� g 7- 2L + 7 (P W5, 207 9-4-52- 101,5tsp— TW VER 4W 9f�. IS71 Cr Li C. Date Pagc —L�— OF-7— l5e�- Q� CIR-e5p-) N'Otes colitililled C- - tj t73" C-7 '7 -5 2 1�7-'- '6 7 6, 44E90 7� I 62 27 5f,,fZ- 35:5 PVC )o.8 l6vo ;z_ C/-. 35 p 2 Dy -75 32,9Z J217 A,4nA> 32 Discovery Drive Density of Soil In-Place " Bozeman, MT 59718 By Nuclear Methods ALLIED Phone (406) 582-0221 • ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES. INC. Project: Baxter Meadows - Phase 1 Proctor Density (pcf): 415 _ pc-f-= Project Number: 01-241.1 Required Compaction (%): yo--757,--.' Date Tested: / ,2e> o 3 Tester:K, .G.Optimum Moisture (%): 2,—/rj 7 Daily Function Test(on calibrated test stand on concrete slab) A-770 L-292 66 Nuke Serial # L, — �/2 Standard Standard Standard Difference Tolerance OK? Contact Count �(D 30 1661 1 1532 1 1720 1 +or-306 Moisture Count D 70 243.3 1 151.8 1055 1 +or-40 Test Number: Location: 5 Elevation or Lift: 3 Dry Density(pcf): %Compaction: 105, 7 Meet Specification? Moisture Content(%): Comments: p-/m ppy Test Number: Location: 9t/o Pam£ • Elevation or Lift: Dry Density(pcf): 1 Z,,1, % Compaction: j I2,a Meet Specification? Moisture Content(%): 116, Comments: .7.-0 JS Test Number: Location: cl+35 Elevation or Lift: Dry Density(pcf): I r?7,14 % Compaction: I p7,y% Meet Specification? Moisture Content(%): �Z( , & ) . Comments: M U UV Test Number: Location: —7q/0 E--96,& 's&t� 1 A-VE= Elevation or Lift: 4� Dry Density(pcf): /O9, �, %Compaction: /09.S'7, Meet Specification? Moisture Content(%): /9, 37 0 Comments: A.)VLoCiy Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comments: Page S of 7 _ �lil l 7D�03 pector, Date Project Manager, Date Reviewed By, Date Inspection Report • ALLIED ENGINEERING WPH SER\/ICES, INC. Project No.: Date: -03 Day: Page CP off_ Inspector: / Project Name: 7 _�y -5 �f ­Z�) Time Arrive On-Site: g; 3a4K( Time Left Site: `l:/S tOM Weather Sunny, _X Cloudy, Rainy, Snowy, Windy, I'Z3-s High/Low Temp. Other Description Equipment on Site (description, hrs. operated) 3 � — Crew on Site Notes 12 ell de - 2- ` I spector Date • Date / -o Page--7- of-_ Notes Continued • Allied Engineering Services,Inc. InspeGtion Report 1 • ALLIED ENGINEERING SER\/ICES, INC. Project No.: of-Zyt. Date: / -/7-03 Day: �=:i•4,°�— Page I of 7 Inspector: K. �. Project Name: 8� 2_NJtJaa.Js �Pslft -�� Time Arrive On-Site: 3OA:el Time Left Site: y: 3o PM Weather _ Sunny, Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Description Equipment on Site (description, hrs.. operated) -�Z.z6G fft (AGE=)\ � — Crew on Site cemd 2 - o PS 5�Y- --rA ; 3f-10 OUVP%o 5M E�� spa ; SfNB curry Sir Notes 57-A 9+136 s5. Ag-;a 4716 - �ZZ ,9i�c.��L �itaaJ -z A off-7�7 S�2 3s PV D; - 1 Z 5 P G� 7 � ' Spector Date Date — _-o3 Page Zof_7 Notes Continued 2 ;cam s,►-iC� �,ie �x iZl /— .d 3egeon( 35 PUG 577 1 LF {� SDQ. 35 PVC- Allied Engineering Services, Inc. Date p r,c o Nlotes Continued STA 15"sbk- -3s Pvz 4 02 "a+ 1/45, e,y S q 7 -Z 7kl V,.5 ((-2 5111,k ,97 4- P V Date /-/7 -�3 Page L 0 ?Motes Continued 2,27 Iv� A Jo,Z5 �30, 12- P 7 v 9?- /0, 1-7 -7 7 iNi t LI& 3 Z- 7 (L ST p v r-- 7 27 4- 3s Puy 7 57 �3 79 • f!07- sL--fz- ---25 PIV 573 12-7— —/fZ • y Gb ; �9- 7 S-0, 7 f6-- 9,7:� Z7 1/-5.6 P— .35 pyl-- 02- 5D, 35 pt)c— -7 �q�-,FO,�-7'Y i"7-7'-' �5bg- -,'S FV�C 7 4l6 71 —!'Z-7 514- -?,5 P Inspection Report ALLIED ENGINEERING SERVICES, INC_ Project No.: 61-Zj�4,1 Date: 1— 7-03 Day: F.ei�K Page 5 of_� Inspector: Project Name: 8aoc7pe- �,� Time Arrive On-Site: &DArq Time Left Site: 5tLno pl- Weather . —, Sunny, Cloudy, Rainy, Snowy, Windy, High/Low Temp. Other Description Equipment on Site (description, hrs. operated) AV Crew on Site w P 4-1 c v4-� Notes 3 v — ox � -Tt 100, IS' A>Pq C-A4i4 —det1 � 4 f�o Aft�f�G�- VC 6 Inspector Date • Date J- 7-0 * Page (IL, of- Notes Continued d N � ;.% aw AIL aw Z 1190 Allied Engineering Services,Inc. 1 • Date I-t7-c-,3 Page-7—of_7 • As-built Drawings 1 r • 2,o' 1 1 • Pu M�, s�.c3 I-laws 1� 6je7— .may Hoop • Allied Engineering Services,Inc. Inspection Report ALLIED ENGINEERING SERVICES, INC. Project No.: D/-ZN/. Date: //el -C13 Day: 7AWAi svA�y Page_/ of Inspector: {<.P,. E. Project Name: B 2k75e- 1464�r.�5 �P��x) Time Arrive On-Site: Time Left Site: Weather X Sunny,A Cloudy, Rainy, Snowy, Windy, 25�0' High/Low Temp. Other Description Equipment on Site (description, hrs. operated) Cam-- ?,122 LL �x mn • Crew on Site /Mv?0 "Q4E!!z0 M �J Gw 3 - G�3S5 sr - SIA : Z f Z eW540.5M s79rr� srA; 7419 3-t76 Oc, �S/il Notes EMp sip ; 8+ 2Z S 5 @ �19 l o:DOr C�'1 ,�u ,�aAzs�r�c 1 • - spector Date Date Page Z of—Y-1, • Notes Continued All , 4- 0. o ' -Z A-z . *d A -,,p . _ ?aA.4�5 6V-ti7-Y'5 J O�( L�" 15 5b AUE, J! c F- z7 snf-- 3s p aZZr,!? (�I) 60'e" �OF—Z\ 5$A 3-t78'. Z5r Allied Engineering,Services,Inc. Date Page 3 of • Notes Continued IqOl.ti 1 lAesx- HNB FG-5 �� 3( 5 PV c- 1 7 3 7-1-50 < 9' 7-f57 12'.57 )5" 5bpz 35 PVC-- I g. 55 /G6y• TZ 151' 5.D/z- 35 PVVG._ 17 'z -7453 1g. 5� y/�Y, 9y 15 5J:6P KC— 1_ 3 35 PVG =� 07 F+-oq ;r: � �c���/, 9�' I5 sap- 35 Pv,---- 5,bP- -41 ied Engineering Services,Inc. Date Page � of • Notes Continued (cam 2. i) 57-ABS 143= EV . 3,67 G8577 ��r - 2 � 52s 77 677, 57 2 " 5bL 35 QV 7 so z+�5 71 Y&79, 35 pVG, y 7 3 o o % 129- 3 yG 79,73 1,77 sLk- 35 PVC 7 �y 3-4 55 1 y(v-7 7,77 ZS 5 G 3-t27 1 1471. 7q 127 5,b" 35 PVc. 7 7 .3 71, 5-bo2- 3-5 72L 3+6� I6. 0& y6 71. q° 27- S-Dr2- 35 P VG •N 3-�75.7g !0.oZ �G7,o,o3 7„ IJV M \ H �bF�2} 3t80•?8 ibr -Z1 Allied Engineering Services,Inc. Inspection Report • ALLIED ENGINEERING C� SERVICES, INC_ Project No.: p 1 - ZNI , L Date: -/5-C3 Day: W,J � Pale I of _ Inspector: K,P-, E. Project Name: &U7n2_ z) Time Arrive On-Site: q;30/+-M Time Left Site: y oo PM z Weather Sunny, X Cloudy, Rainy, /Snowy, Windy, Z8 ,� ' High/Low Temp. Other Description ::e 5 0� s�uor�J o.�) G fives Equipment on Site (description, hrs. operated) Crew on Site �E,��y,� c�J 2 - oPs Z- �s sv spxt; 1 r/� BUTF,461- 5M �r s� : !�-F(7 n sv�: 2 KoZ �ti Notes �,t, �, 7f/B' F�•�6' sS �it���,•�. �sG�nn nir e /�—� n�sn A,.re u P / A/ Dc .I� s//K } i.nrl ,ut.Pti.._ LY..rC s .rJdti r/Lit�J �iC�lo�- (c 6 of - dnz • spector Date • Date /—/S—o3 •Pale Z of Notes Continued l 1 '30 — L+��� .y, y ►r. r� �� ti �.s��.r�1�cd c foe ^ 9S• ISZ 42�.o-Le /y1.5� 5 C f/rs-e- o / :L/5 - � - RA/ - z lo ' G — .vT Z. dtlV. li� wGLP QA)77-/s Allied En-in eerin-Services,Inc. D a t c Page 3of 1-"P Z' — -4— Notts col-ILlnut(I -77 --k -7I 1-7, 17 7. 15 2z: 7. (c, 5 p v Y" 7- /To ) 7. 07 jJ5 35 Pi) 6 -05 35 P UG �66 el. 7f +17 4—1—�66 1-/,'7 7-+E, 16 , 27 -7 1-5 7 9 v,::.- S7O i I � - I ! I i� -b17 % ---------------- �h I-rS cy j �oZl '6L�>�i Sv � ��d ems_ -ems„�.z� ho�ey�hl � �•6 f � z�- � Q ---- ---- - _..-1---- - I -----_.. - --- -1�,N-r/,Lz Lb 'gz�hl 2"b •�f j �,O Inspection Report ALLIED ENGINEERING SERVICES, INC. Project No.: D/-2y I; I Date: 1-/y o 3 Day: ntez;,64 y Page of Inspector: K Project Name: F>4X7EW-- lVrE�r,JS r) Time Arrive On-Site: F:30AM Time Left Site: y;IS _ Weather 3� S army, Cloudy Rainy Snowy, Windy, �7` High/Low Temp. Other Description Equipment on Site (description, hrs. operated) GA-V—2,25 G ht� E5-t- M/tN o�� be)F tee-- Crew on Site SEWS /l l-7xj G 1J e—� Z 6vt:> 5r;m� 6-1 17 F'E r- SS T 27" 51)�- C%IA S Vp- • spector Date Date //Y—t>3 •Page of Notes Continued coolt-J ('i1.P_.t,J .lAL l (D LF Z Z' S-OR- 35 Pv c 57*6,22f /ll�,v Allied End ineering Semites,Inc. Date of N'Otes Continued STA 137 &7 7. 32.-_ 4- 3 1.15 95 3/ 4- S 7 ol �s% L(2 35 Lie, J5 3E� p v 54 31-7 93 v C- v 5 1116- q 5 11 54- 11 q ,-77 4--0 Iq 75 5q j 5 Li .-7-3 q,e,(- C, 13 Date C _ 7`'UCcS Continued 2. z7 ; o_0502 o ----I l-�� 1 + 7. -- 75.�17 I c / 5, n O 1 05 - j LD 1-HOc��-- _�1�75. 79 ;7' L2 PU' %.. 7 75. I+ID --IT—y` yG7�, = / 7 Z�7 LrJUGl�1 6Lf r rfJ� 10, t r / {v I 1' I ' I • Inspection Report ALLIED ENGINEERING ^' SERVICES, INC_ Project No.: L Date: Day: na—,,bAy Page S of Inspector: K. 2.G. Project Name: Mwar.A� Time Arrive On-Site: S:3o,�( Time Left Site: ;/S p/� Weather 35 Sunny, _ Cloudy, Rainy, Snovq, Windy, ;?-7 ` Hi,, / ow Temp. Other Description Equipment on Site (description, hrs. operated) i Crew on Site yj-P/4 I Notes ! - 4A.Z� � Irl'sop Date Date 0Page ("o of 6 Notes Continued Allied.engineering Sen ices,Inc. -Inspection Report _ • ALLIED ENGINEERING b5� SERVICES, INC. Project No.: bl--2-14l .l Date: 1— 13-03 Day: Ho-MMyi Page of� Inspector: K.R-. E . Project Name:A�-Xra.e_ Time Arrive On-Site: Time Left Site: Weather Sunny,_�Cloudy, Rainy, Snowy, «'indy, 3y, High/L,ow Temp. Other Description Equipment on Site (description, hrs. operated) GA_T 1;17 35c. vowa Fit rr-- G Crew on Site. 5Ejo�� 3 — GABS —� 2-+77 V� SS Notes 57"-9'—,� f s Z-t o -03 , s � a2e,� �� lirei•� 4s;p kec t o�r Date Date _03 Page Z of,Z Notes Continued r,, a S U C-- f} .t,��-t,,(?ii�l'�,�� ��•,�y�.G�zPi� �� �2 GmrP�r,P�` �-�/�rte-r,J a& q57 " n 4 i 3- Allied Engineering Semites,Inc. Da t c Part' ojr_7 Notes Continued STD. 7 ———------------- 414-4 C-+77 qq lyG� 132, Li 7 r2 15 5 P L)c- I-Z 4z 7-5 cD 55 55 Pic — V . 70 Ji Lj 4 0 7 P C— F-7 Z- JI/ 13, 6 q-73 7- ;rW S hic. Density of Soil In-Place 32 Discovery Drive B Nuclear Methods Bozeman, MT 59718 y ALLIED Phone (406) 582-0221 ENGINEERING Fax (406) 582-5770 ASTM D-5195 SERVICES, INC. Project: Baxter Meadows- Phase 1 Proctor Density (pcf): '70 9� c Project Number: 01-241.1 Required Compaction (%): c1p-9s- Date Tested: <13-0-5 Tester:j(g F_ Optimum Moisture (%): /Z - s- Daily Function Test(on calibrated test stand on concrete slab) 770 L-292 L-662 Nuke Serial # /A— Standard Standard Standard Difference Tolerance OK? Contact Count 1 1661 1 1532 1720 1 /Z,p +or-300 Moisture Count r 243.3 1 151.8 1055 19. +or-40 Test Number: Location: PC— Elevation or Lift: 3 p-- Dry Density(pcf): ,q I %Compaction: 05,yD . Meet Specification? Moisture Content(%): 2.5,-70 Comments: Test Number: 2 Location: 3+-a7 Pr�- usa� A yr • Elevation or Lift: 3 Dry Density Density(pcf): aT.33 %Compaction: 109, 1 Meet Specification? Moisture Content(%): .5&, Comments: Test Number: 3 Location: q5 F�'GsO_Oj Atii=. Elevation or Lift: 3 i=17r— Dry Density(pcf): F7 %Compaction: 19.2 Meet Specification? Moisture Content(%): z 5.22 Comments: Test Number: Location: 414,1 �g G! as.J A-V€ Elevation or Lift: 3 Dry Density(pcf): 3 . %Compaction: l0q,/:Z Meet Specification? Moisture Content(%): 23. 3 Comments: SZGT D'�2_ L_ G ynG� koc,L Test Number: Location: Elevation or Lift: Dry Density(pcf): % Compaction: Meet Specification? Moisture Content(%): Comm/eents. / • ��� Page of� ' Inspector, Date Project Manager, Date Reviewed By, Date Inspection Report MITZ ALLIED ENGINEERING SEFZVICES, INC. WPH Project No.:Of-Zy/, Date: /-/3 -03 Day: Page S of 7 Inspector_ / Project Name- � Time Arrive On-Site: ,'OD Time Le Site: 5:30 PM Weather Sunny, X Cloudy Rainy, Snowy, Windy, High/Low Temp. Other Description Equipment on Site (description; hrs. operated) Crew on Site W Pf Q dp'M c- 3 - 5 Notes oz2 4;"l�sa- '; vJP ...�-�— • //3-d3 spector Date • Date Page i� —1 _p • Q2 of 3 � 7 Notes Continued • - - C BC) — o. og - g5G- A - S L1ZGT Allied En;ineering Sen ices,Inc. Date -(3 023 Page of • As-built Drawings 1 1 G�tJ�"J -7 'Allied Engineering Services,Inc. Inspection Report ALLIED ENGINEERING SEF:ZVICES, INC. Project No.: A I -2y (. I Date: I -IC)-o 3 Day: F Page_�_of s Inspector: K .I2 . G. / Project Name: &qX7� Time Arrive On-Site: :ov ,qtj Time Left Site: Y;60 ppj Weather �( Sunny, Cloudy, Rainy, Snowy, . Windy, High/Low Temp. Other Description Equipment on Site (description; hrs. operated) 647- 2.55c-- F=!�_ 3� � VUUID QZ021-__- �b 44gnr'_99 -- /fN b� t>o0e�p— • Crew on Site 5�i5f_, J C,e� ? s - 4=4p= 2 - oP5 Sim" s�-o—�S : I+ ►`l F�1s SS Notes &J-r> . 2-477 PL-z6 55 orc e 1 • spector Date Date /—/o--c aloPaae Zof -� Notes Continued I � - u - r Jr Aee -7. - DT> IIIIYV • tlllied fna ineering Services,Inc. Date P c Notes Continued. STA I r_S( � /-,:- 55 6� -T 1-3 5 2 ElEl FZ _j-f 5.5 1 5% )S , 5 35 Poe_ I + -7 1 3,70 77 LJ�7�_ 66 ltte!9:7 Ho6�� 4 `17 41&G 3.TB 4-/C7 �i5 I)W,3,75 p v r- 17, q6e,3. 77 i /57" • 2 }2 5.5 _ 3 Slc /G�`55 7 Z-1 + ;Z-4-50 Inspection Report ALLIED ENGINEERING SERVICES, INC. Project No.: o l-z-{1. 1 Date: I-/0-03 Day: _ Page ;`'of Inspector: K. P- -E. Project Name: &n;�_ �s�s Time -Arrive On-Site: 'I Time Left Site: JZ;eo fM Weather • _I)c Sunny, Cloudy, Rainy, Snowy, Windy, Z' High/Low Temp. Other Description Equipment on Site (description; hrs. operated) ��'D' G��/►"T �rD Cam-- l�� ��� Cam- b L, - �A�IS clez_— AWA-1 ��- &A�W- viz-- • Crew on Site Wet+ CMG Notes & D/- • ram �� �� die �%� �� �r�u �A•el_ sSispector Date • Date Page of S Notes Continued S7, Allied Enoineerina Services,Inc. Inspection Report S ALLIED ENGINEERING SEF2VICES, INC. Project No.: pj —2H1,1 Date: I - -v3 Day: i l-IyAs&� Page off Inspector: K E Project Name: M & M'55-ALOI Y.5 Time Arrive On-Site: 3:3p Time Left Site: Lf: 30 Weather Sunny,_ Cloudy, Rainy, Snowy Windy; 38�25` Hiah/Low Temp. Other Description Equipment on Site (description, hrs. operated) Crew or, Site F� ef41 • Z a-°S Z s so•>o-� sv� : o+o Z ��e� S� s?� s� •. S+o� �u I�i �'M 4-1 `l � � SS Notes 7+ZS Qu��-- sm ra v 9� 76- 17 aye !i - Glo vs- iff• spector Date • Date •Page Of Notes Continued Il :v _G . 12:od , C-L&� IZ''-to _ 2 Cis fP .�� /,o� —7A 7 4 35.5 apt V •`�� - T]!/ .SI�I\ � � �A,s�YL/WJWIfC./� � Al`�`R..C..� LxALJ�� r Q �u-r/,-t 117 5 PL) it �iZG�Sa� $ A lied En-in eering Services,Inc. D a t l 0-3 J acT 3 o- - ��'ote� c..ont,i,nee- ��ad.� l• 52> - L E-V. -��Ps 7 qb37,7y- iP5 TZ6- stv 7F6 L/ 7+5& qb LF kcp 7 `74-50 <--i-*7 7. 55 7 Ll,W-7 1G, 7 27 T v, -74 36, -7+aS, I E7a- '74 ZF T 7. Inc. Daic Pa.-,c 0 j,,,otts L,ontmued r:-LE-V, I , I-D 'ZL - k, 3G-433 1 -7 2— j 3 1115 -T"y Eg-T-, 71 q6�1 31 9- vc- 0 C— Y��-31 4-SC)-- 0 �4, 7 P-- -35 Qj 5ze S PV C- 3 is- 5bp- 35 pvc 13, 157 14P3,6 G/d (05 3c, PkIr Inspection Report ALLIED ENGINEERING w (�H SERVICES, INC. Project No.: /�J - Z��; / Date: J _.rs3 Day:- p�}y Page 5 of Inspector: Project Name: Time Arrive On-Site: ;3 bA Time Left Site: 3 30 PM Weather 3F Sunny, _,,K_ Cloudy, Rainy Snowy, Windy, �2Sa High/Low Temp. Other Description Equipment on Site (description; hrs. operated)���aG Crew on Site I:f— Notes --tl�.x.—.- Ce 3 fir J�vt/I.�l �/l.O.�� �►/Q li�;i`�'��,+r �z 6LC BD 2 ;lic� ,,n Y,1�2 i 6t— c 'r� Tn'spector Date • Date l —7 -d3•Page & of Notes Continued 7: d _ - . D - a� W - S� c 1 WPI-7' Irk [lied Engineering Services,Inc. Inspection Report ALLIED ENGINEERING BC SERVICES, INC_ Project No.: O t -Zy I.I Date: ) -E-03, Day: Page of Inspector: K Project Name: $A-kTC� Time Arrive On-Site: 'J,'3 o Time Left Site: 00PM Weather fib' o -'y Sunny, Cloudy, Rainy, Sno A y Windy, /S High/Low Temp, Other Description Equipment on Site (description, hrs. operated) Crew on Site n ei-p .3 Notes 5° } : 5+73 E4ue57-- s5 ,E5N D EQ/A�/. ss 1,2 b;3D • �s�pector � Date • Date/—8"-03 •Page Zof 5 Notes Continued s 4-6 — v✓W ! / • Allied Engineering Services,Inc. Datc Page 3 of S ?\r0( 5 C011llllllC(1 / Gl ( 77� lf�l8 5+ 73 )g-74�f- sib oqD�l - - ---- I ------_ -- I ----I- 5 + q7 VI (� � 37 9, gD Y696,73 • 66, y(,F�,. 77 j (ems " 12GP Srt 7 �1 7. 71 `7 ,S 7 -� 7-7 i � . Go g6g("g3 Is, -P 97 � � qS �f• 52 yG87.o1 �'� ( sM 7,7�5 j - 7-�-01 9 • Ng q�97, 05 fg" 7.71 7+610 <-- 9687. a5-S ---- o°j LlGBF7, oq 18' f�✓P 5r1 7 �7 i 7, 6/71 .03 Inspection Report _ ALLIED ENGINEERING SERVICES, INC. Project No.: b!_Z-kj f ,( Date: --D 3 Day: WF--b L, f Page_�_of -5 Inspector: K , R_ E Project Name: �4X ,�MaWs Time Arrive On-Site: Time Left Site: Weather X Sunny, Cloudy, Rainy, Sno,,Ary, Windy, �b 1g High/Low Temp. Other Description Equipment on Site (description, hrs. operated) N le.-Pz4jE�e­ Crew on Site "PH 2 -o'P5 Z —oPs Notes t F 2 M 67 ,fn spector Date • Date /S -o3•Page S of S Notes Continued • o Z wn 4 1 . 35 IN • a-t e_ kJPA Ll _ r -9,. 30 — Al ied Engineering Services,Inc. Inspection Report ALLIED ENGINEERING BS�--1 SEFRVICES, INC. Project No.: Q/Zy( . Date: I—7- 03 Day: 74[E,5;,bAV Page l of Inspector: IG, /Z� E- , Project Name: K4h7 Mews (PN �� Time Arrive On-Site: 1b C>"L?A'dj Time Left Site: Weather /_ Sunny Cloudy, Rainy, Snowy, Windy, U//9 6 High/Low Temp. Other Description Equipment on Site (description, hrs. operated) Z PC�7— Crew on Site n-E - s7-o� sE��Ge­ Gie�zJ • rem R� Z- ors - aP Notes STD S✓7=1 Y�Z�l �UST S S C.A�rY�2swu v�-,yl "'7�� �C.fi � �L�P�� Q.�.��i �pi��,uci��'LJ /`I 2.P�-..0 P • g RGP " Spector Date Date _7-�3 Gage 2 of Notes Continued :15 - - _ 4� , s -t3 040,4 • Allied Engineering Services,Inc. Da is I-7-o3 P tc,c 3 of s ?`,0[c5 COIlI11111Ct� 7 7 -- — —'—Z_3 3 Ll+so G 5- --- �- --- 77-- _ 85.75 IS'' (CGP 5M f -'��-3�-- -=--- ------�------ ----- - -� 7- �'9 ;_y�g�• 7� I- Ig'r�_sue_.---- �,zz. _H + 115 i 7, `1 5 �f�Ss• gZ I '97 i9, I � i I I i �{ +77 �5 -7.7-5 "y(�7 5.9� )S" 4z:,P 5m 5 to ( 7.`7/ I i 5+17 5 +25 7, 5q 1B, SM 5.�Z fI 5+35 i 7. 55 y���• ZZ IS" �' S4✓t 5.7E f ,tyl 7, 51 AGP SAl L A-E:5T— M46 5.5.2 5 7. 51-57 9, 36, q&Z6" 32. 18" /LGP_ Sn, 7 59 �& I 1S" 5 7. G5 Inspection Report ALLIED ENGINEERING SERVICES, INC. Project No.: Dl -717/, l Date: / 7— a3 Day: Page Y of Inspector: lG , 2-, C . Project Name: Time Arrive On-Site: Jo ;ooAN1 c Time Left Site: 44'©oP/ Weather 3 -/ Sunny, Cloudy, Rainy, Sno�ry, Windy, l/9` High/Low Temp. Other Description Equipment on Site (description, hrs. operated) TOffAS Q4-B-- D(o 14 baoe-F-- l0 N C S IS�v� 5F_ /3 a NEE - 3/Z C_ k�E Crew on Site �� Mc-- `may Z - 0P5 Z-oP5 Notes �D '� /���� � Vie_ ?� � �ee�-n ��o•-�e �. lemzil �sCe k" _ G /01 /—7 T'nspector Date • Date 7 Page _5 of Notes Continued • - - ,o N Km CIt ext rr r • Allied Engineering Services,Inc. Inspection Report _. • ALLIED ENGINEERING C SERVICES, INC_ �J Project No.: DI -Zy I, ( Date: Day: Me,ND�4y Page/of _S Inspector: }C.K .E . Project Name: Time Arrive On-Site: `7 : 3o Time Left Site: Weather X Sunny, Cloudy, Rainy, Snowy, Windy, �b/2o . High/Low Temp. Other Description Equipment on Site (description, hrs. operated) GAT- 235 G /-IMF_ Dn'qN ► � �a — Cam- P,ea�T e7;o� Crew on Site PEE ce� 2axs� Gem Z 3 y 5 2 Notes 1-17 kVP .�A 14 • � / -0 3 spectcr Date • Date 6 - 53 •Page Z of S Notes Continued It' _ o _s H_ 34 -z ze 5 4-v - - r�w _ c� _ 691TF— S • Allied En-ineerin-Services, Inc. 7t(j '�aJi•.Jn(' tll:dd:{,,- ;i7�'ir%� i SL'S39h SL_L i zits I s oo�S F"w ssav iz� '1b9/� I r o5 '�blfr LS�I i ! i •SS-)hj -2'an rs S,,;.f-111V I S 2 '-S a l h i -7-1 "g 1 ' panu�luoJ `-a1c�t,i s To - - ,:' Inspection Report ALLIED ENGINEERING SERVICES, INC. Project No.: p/-2Yj,� Date: -03 Day: ly4WI {-y Page I of 5 Inspector: K Project Name: 1 Time Arrive On-Site: Time Left Site: `f /5 Weather / Sunny, Cloudy Rainy, Snowy, Windy, y�/zo` High/Low Temp. Other Description Equipment on Site (description, hrs. operated) Sh�1su��- I Zo Crew on Site W Pµ RM c— 3 — 015 Z -oPs Notes s-n. h Spector Date • Date •Page .5 of Notes Continued fty 14 �t- r mow. Allied En,;ineering Services, Inc. Inspection Report ALLIED ENGINEERING (") S Gr SERVICES, INC. Project No.: U I-Zq I, I Date: 1 -7-y3 Day: F���-Y Page l of s Inspector: , 12 .E . Project Name: B4X7E�e_ Time Arrive On-Site: Time Left Site: Weather Sunny, J( Cloudy, Rainy, /Snowy, Windy, y51-9 High/Low Temp. Other Description Equipment on Site (description, hrs. operated) C,4-v- 235 C- � s �a }-?'Z`t1� eX 20o `'—� - vet pro PV&��r- eb Crew on Site S � Sv*W 15+5 7 �u�T H� 0 Notes �fl srr� �= ly--q 7 EQ� i ffz� 0 711s OWP44 c'LaJ . J!K spector Date • Date I -03 •Page Z of S Notes Continued �- ,Q..u,..�, .l I! ' 5 G cz�tiea vu- , tz �43IR L(5 to 4 7 Z 6 usarl t z'' Da: CAP3G�3 3 5 G�1. 1 +-y r c �v Allied Ena ineering Services,Inc. Date ! -3 -a3 PEisJe of 5 ?votes Continuer) y+ G — — l--- 1/6 9z .9 77 ----1- 115.+ -7 I —1� �i y,eo K6 79' 7 7 i { { 1y -I-FS ---- -- ' � ,, /y ) ILC 775,7-7 N m ly l 3 i _3 0� Inspection Report • ALLIED ENGINEERING SERVICES, INC. WPH Project No.: O 1 —Zy�, ( Date: J— 3—b F 3 Day: J;DAY Page Y of t Inspector: K .P .CG , Project Name: OPX7-t z- Time Arrive On-Site: <X:00 Fri Time Left Site: Weather Y5� Sunny, ­4'r_Cloudy, Rainy,x Snowy Windy, High/Low Temp. Other Description Equipment on Site (description, hrs. operated) kAz2r-7 I �ffiJ I ZO ff� �41"�5 uN G 1 zo !ND G�/ 1 Crew on Site W P N R..M-G 3 Z - 4,q65 Notes g - 0-71 alz& SDS�- 3 7 s� Spector Date Date a30 Pa e-_ of5 Notes Continued Ila cam",�.- ���� ,;: l•5-2.a orgy zev-L An l Z•gc� - C� � bid Z .©o C-V-r.J fS o— S i 3 ' D - _ [lied Engineering Services,Inc. Inspection Report • • ALLIED ENGIN ERI G 8C SERVICES, INC. Project No.: Q/-2,41 , 1 Date: j-z- -o 3 Day:T 9,-,b Y Page of S Inspector: K• E Project Name: $ � MAWS ( h-e-e Time Arrive On-Site: g : 3o Ate/ Time eft Site: y:I SPM Weather > Sunny, /)� Cloudy, Rainy, Snowy, Windy, 'gZ12- ' High/Low Temp. Other Description Equipment on Site (description,hrs. operated) oq7 435 c- OF— -M/#1/j Ee� �a C 2OpL� G,B�'-1�0 i e- Cf7-�- cfra-- • Crew on Site PJ;FF C -E� c-elez-j 2 bP5 I oP 2- 4465 ­z9-svr— 5'7 y LAsso AvE. 0"fl Ila-fYZ. 4a-,So AvE-. Notes adN 15+5 7 Eq �� - f1•y►�rilre�( on bvt� ,z Z7c- ' - - - . � Sim J94S6 spector Date Date —2 -t*--3 Page Z of S Notes Continued en 10 2S �. 5-f-55. J :,go SF- Csrt�i.ut.+� e..11��=� /�E.�t�i• rlo�_ �1.m.s� �Z And .a eaN-n+ Q�rY 5 4,.47'J 5( wM 445oa A v� l 57i]ND,q�n $L —eGF ff YL-A-tJ T— Z5 8'" po�- 04'D C46a5 Allied Engineering Services,Inc. Daic Pac,c of- S- lrllle� 761. 50 B o"o"P17-02-4 c- ' —71 3, 7q 'I 79, 07 /F- ------ +6 ve- Z5 I o F cg495 15463 13.T2, itG z5- m Y/5 13,79' i %79,03 77- 03 if- t16,17. 03 I' IL LK -75 C-A-r(r V/Wve 13. 6 lq i I C 7 q.3Z- 5 1,7E7 w f-t 73.56 E e, writ AiliFUf;i-i!ieero Serice , 1/1C. Inspection Report __,... ALLIED ENGINEERING SERVI(--ES, INC. Project No.: U1 -Z`f(• j Date: 1-2--03 Day: Page_LLof_,� Inspector: )C, 9-. C . Project Name: R Time Arrive On-Site: $: 3a PO-( Time Left Site: PM Weather -) Sunny,_ r Cloudy, Rainy, Snowy, Windy, yz�9 High/Low Temp. Other Description Equipment on Site (description, hrs. operated) (-�_ 7i35-C- H� (/�-✓ �??7� Y G7�fl� L�?lJ?�` 4/%T� ��F-lam-�� Crew on Site IV P H- !�- • LAKE--y AWN A 44-B5 OP 7 0 JP5' Notes C� �-�} = t-6av V-- 6.rl Frne�rns%X�J 'F' 3z;> ,�J� -'� .�-tr Z /,moo 4 PH s o f8 M G spector Date Date l —Z --03 Page 5 of 5 Notes Continued KM C Akr IV O r V� Z 1-3 -07 `t8�ys atirr�'s *Ili,dEngineering Services,Inc.