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STRUCTURE INSPECTION REPORT 14 53 MDT ID 02967 Inspector - John Jackson MONTANA NBI ID -L16010000+05001 Inspection Type - Data Update Department of Transportation Bridge Owner -County Hwy Agency Inspection Date - 01/26/2022 County.031 -GALLATIN Inventory Direction (MDT145) - Southwest to Feature Intersected - E GALLATIN RIVER 091 Northeast Facility - L ST Bridge Inventory Information - � General Location Data (22) Owner County Hwy Agency a (6A) Feature Intersected E GALLATIN RIVER 091 (9) Location NE BOZEMAN (MDT076) Deck Condition 5 Fair ►` t- - (SR) Sufficiency Rating 82.30 (27) Year Built 2001 om (58) Deck Rating 5 Fair (59) Superstructure 6 Satisfactory (60) Substructure 6 Satisfactory ��- (61) Channel 8 Protected ti (62) Culvert N N/A(NBI) Location Data (MDT001) Agency Structure Name L Street Bridge (MDT031) Railroad Over/Underpass 0-Not Applicable (001A) FIPState 30 Montana (MDT032) Railroad Owner NA-Not Applicable (001B) FHWA Region Region 8-Denver (MDT014) Interchange Indictator 0 -Not an Interchange (MDT027) On/Off System 0 -Off System (MDT015) Interstate Ramp Indicator 0- Not a Ramp (MDT020) MDT Maintenance Division 22 - BOZEMAN (MDT078) MDT Maintenance Section none -Not a State Ma!nt (2) MDT Inspection District 02-BUTTE (MDT146) Bridge within a Reservation Boundary 1 -No (3) County Code 031 -GALLATIN (MDT120) Environment (4) Place Code Rural Area (MDT114) MPO 0-Not in an MPO (7) Facility Carried by Structure L ST (MDT115) MDT Administrative District 2-Butte (21) Maintenance Responsibility County Hwy Agency (MDT116) MDT Financial District 2 -Butte (112) NBIS Bridge Length Long Enough (MDT117) Border Bridge - Neighbor Cty Code 000- NONE Construction Data (27) Year Built 2001 (MDT017) MDT Original Construction Project (106) Year Reconstructed (MDT099) MDT Rehab Proj Nbrs (MDT102) Year Rehabilitated (MDT018) MDT Original Construction Station +0 (MDT019) MDT Original Drawing Number (MDT100) MDT Rehab Stations (MDT103) MDT Rehab Drawing Nbrs (MDT021) MDT UPN (MDT097) Plans in SMS? N - No (MDT101) MDT Rehab UPNs (MDT098) Shop Drawings in SMS? 2 -No Improvement Cost Data (75A) Type of Work Proposed (95) Roadway Improvement Cost (756) Work to be Completed By (96) Total Project Cost (76) Length of Structure Improvement ft (97) Year of Improvement Cost Estimate (94) Bridge Improvement Cost Border State Data (98A-1) Border Bridge - Neighboring State Code Not Applicable (P) (98B) Border Bridge -Percent Responsibility (98A-2) Border Bridge -Neighboring FHWA Region Not Applicable (99) Border Bridge Structure Number Historical Structure Data (37) Historical Significance 5 Not eligible for NRHP V1.2 Generated on 07/12/2022 Page 1 of 20 Z 1~ •STRUCTURE INSPECTION REPORT O a MDT ID 02967 '41 Inspector - John 3 ,,kso MONTANA NBI ID - L16010000+05001 Inspection Type . Data U Department of Transportation Bridge Owner -County Hwy Agency Inspection Date - Otr2S,2022 County .031 - GALLATIN Inventory Direction (MDT145) _ South�u,e1t to Feature Intersected - E GALLATIN RIVER 091 Northeast Facility - L ST Bridge Location 16) Latitude (DMS) 45d 41'42 50- (17) Longitude (DMS) -111d 01'09.35- Precise Latitude 45.695139 Precise Longitude -111.019263 Span and Dimensional Data (33) Bridge Meridian 0 No median (101) Parallel Structure Designation No II bnCge exists (34) Skew 0 (103)Temporary Structure Designation Not Temporary (35) Structure Flared 0 No flare Permit Not Required (38) Navigation Control (42A)Type of Service on Bridge 1 Highway (39) Navigation Vertical Clearance 0.0 ft (4-8) Length of Maximum Span 30 5 ft (40) Navigation Horizontal Clearance 0 0 ft (49) Structure Length 32 1 ft (116) Minimum Navigation Vertical Clearance ft (53) Min Vertical Clearance over Bridge Roadway 100 0 ft Main Span (43A) Main Span Material 1 Concrete (45) Number of Spans in Main Unit 1 (43B) Main Span Design Type 01 - Slab Approach Span ("A) Approach Span Material 0 Not ApplicablelOther (46) Number of Approach Spans 0 (44B) Approach Span Design Type 00- Not Applicable Deck Area (50A) Left Curb/Sidewalk Width 0 0 ft (107) Deck Structure Type 2 Concrete Precast Panel (508) Right Curb/Sldewalk Width 0.0 ft (108A)Type of Wearing Surface 0 None (52) Out-to-Out Deck Width 26 2 ft 0086) Type of Membrane 0 None (MDT006) Deck Area 841 sq ft 008C) Deck Protection None Under Bridge Service (426) Type of Service Under 5 Waterway (5513) Min Lat Underclear on Rt 0.0 ft (54A) Min Vert Underclear -Ref Feat N Feature not hwy or RR (56) Min Lat Underclear on Lt 0 0 ft (54B) Min Vertical Underclearance 0 0 ft (111) Pier/Abutment Protect Not Applicable (P) (55A) Min Lat Underclear on Rt Ref Feat N Feature not hwy or RR (113) Scour Critical Stjtus 5 Stable w(in footing Navigation Data (38) Navigation Control Exists Permit Not Required (40) Navigation Horizontal Clearances 0 00 ft (39) Navigation Vertical Clearances 0.00 ft (116) Navigation Minimum Vertical Lift Clearances ft General Bridge Notes V 1 2 Generated on 07112/2022 Page 2 of 20 n STRUCTURE INSPECTION REPORT MDT ID 02967 Inspector - John Jackson MONTANA NBI ID - L16010000+05001 Inspection Type - Data Update Department of Transportation Bridge Owner -County Hwy Agency Inspection Date -01/26/2022 County -031 - GALLATIN Inventory Direction (MDT145) - Southwest to Feature Intersected - E GALLATIN RIVER 091 Northeast Facility - L ST Roadway Information (Route On Structure) Identification (MDT035) Road Name L STREET (5E) Directional Suffix 3 South (5A) Inventory Route -Record Type Route On Structure (6B) Feat Intersect-Critical Facility Indicator (513) Route Signing Prefix 4 County Hwy (MDT087) Mile Post 5 (5C) Desginated Level of Service 1 Mainline (MDT075) Roadway System (5D) Route Number 16010 Traffic Data (28A) Lanes on the Structure 2 (30) Year of Average Daily Traffic 2021 (28B) Lanes Under the Structure 0 (109)Average Daily Truck Traffic (°o) 3 (MDT030) Roadway Speed 35 (114) Future Average Daily Traffic 1,860 (MDT060)Traffic Volume Class 03 (115) Year of Future Avg Daily Traffic 2041 (29) Average Daily Traffic 1,738 Roadway Clearances (10) Minimum Vertical Clearance 99 99 ft (72) Approach Roadway Alignment 6 Equal Min Criteria (47) Total Horizontal Clearance 25 50 ft (MDT007) Departmental Route L16010 (32) Approach Roadway Width 24 00 ft (42B) Type of Service Under 5 Waterway (51) Bridge Roadway Width Curb-to-Curb 25 50 It Highway Networks and Service Classification (12) Base Highway Network Not on Base Network (20) Toll 3 On free road (11) Accumulated Miles 057 (26) Functional Classification 09 Rural Local (13A) LRS Number C001642A (102) Direction of Traffic 3 1-lane Br for 2-way (13B) Inventory Route, Subroute Number 00 Alternate Classifications (100) STRAHNET Highway Designation 0 Not a STRAHNET hwy (110) National Truck Network 0 Not part of natl netwo (104) NHS Indicator 0 Not on NHS (20) Toll 3 On free road (105) Federal Lands Highways 0 N/A(NBI) Detours (19) Bypass!Detour Length 1 00 MI (MDT009) Detour Speed 35 mi,hr Bypass!Detour Speed mdhr General Roadway Notes Page 3 of 20 V1.2 Generated on 07/12/2022 . STRUCTURE INSPECTION REPORT it Inspector- John Jackson MDT ID 02967 NBI ID -L16010000+05001 Inspection Type - Data Update MONTANA Agency Inspection Date - 01/2612022 Department of Transportation Bridge Owner -county Hr County -031 -GALLA TIN Inventory Direction (MDT145) - Southwest to Northeast Feature Intersected - E GALLATIN RIVER 091 _ Facility - L ST Inspection Information Inspection Activities Signatures Inspector John Jackson /! r Inspection Notes The stream banks were well vegetated and appeared to be in good condition No scour was evident at the bndge site. Inspection Weather ! Comments ! Day and Time weather Temperature j 01/09/2020 Cloudy 30 ) Inspection Current Value Previous Value (36A) Bridge Rail 0 Substandard 0 Substandard 0 Substandard 0 Substandard (36B) Transition Rail 4 (36C) Approach Rail N N/A or not required N NIA or not required 0 Substandard 0 Substandard (36D) Guardrail Ends f A Open, no restriction A Open, no restriction (41) Structure Open. Posted, or P Closed to Traffic 5 Fair 5 Fair (58) Deck Rating (59) Superstructure 6 Satisfactory 6 Satisfactory (60) Substructure 6 Satisfactory 6 Satisfactory (61) Channel 8 Protected 8 Protected (62) Culvert N N/A(NBI) N N/A(NBI) (67) Structural Evaluation 6 Equal Min Criteria 6 Equal Min Criteria (68) Deck Geometry 4 Tolerable 2 Intolerable - Replace N Not a (69) Underclear. Vertical and applicable PP (NBI) N Not applicable (NBI) Horizontal (71) Waterway Adequacy 6 Equal Minimum 6 Equal Minimum (MDT076) Deck Condition 2 - Candidate for Resurf 2 - Candidate for Resurf (MDT077) Structure Condition 3 - Candidate for Preser 3 - Candidate for Preser (MDT034) Request Review of Load 0 - No 0 - No Rating (MDT050) Snooper Required N - UBIV Required N - UBIV Required Page 4 of 20 V 1.2 Generated on 07/12/2022 0 o G p c� STRUCTURE INSPECTION REPORT r. MDT ID 02967 Inspector - John Jackson ° MONTANA NBI ID - 1-16010000+05001 Inspection Type - Data Update Department of Transportation Bridge Owner -County Hwy Agency Inspection Date - 01/26/2022 County -031 - GALLATIN Inventory Direction (MDT145) - Southwest to Feature Intersected - E GALLATIN RIVER 091 Northeast Facility - L ST Inspection Hours and Dates Current Value Previous Value (90) Inspection Date 01/26/2022 01/09/2020 (91) Regular Inspection Frequency ( 24 24 months) Next Inspection Date 01/26/2024 01/09/2022 (92A-1) FC Inspection Required N (MDT010) FC Inspection Details N (93A) FC Inspection Date 92A02) FC Inspection Frequency (MDT011) FC Next Inspection Date (MDT074) Underwater Inspection N - None N - None Details (9213-1) Underwater Inspection N N Required (93B) Underwater Inspection Date (9213-2) Underwater Inspection Frequency (months) (MDT086) Underwater Inspection Next Date (92C-1) Other Special Inspection N N Required (93C) Other Special Inspection Date (9213-3) Other Special Inspection Frequency (months) (MDT056) Other Special Inspection Next Date Load Rating Facility: L ST Location NE BOZEMAN Event Name INIT02967 Rating Date. 1/2/2002 12.00-OOAM Load Rater- M-M Reviewer. Software Used: AASHTOWare BrR Secondary Software. Notes: Transferred from SMS Weanng Surface or Fill Depth Category Routine Vehicle Name Current Load Load (Factor) (Tons) Method Analysis Limit State Location Notes HS 20-44 Inventory T 3790 2 AS Allowable Stress Design NA Sh1S Design Transfer HS 20-44 Operating T 47.00 2 AS Allowable Stress Design NA SMS Design Transfer Type 3 Inventory Rating T 3300 2 AS Allowable Stress Legal NA Transferred from Sh1S Type 3 Operating Rating T 50.00 2 AS Allowable Stress Legal NA Transferred from SMS Type 3S2 Inventory Rating T 48.00 2 AS Allowable Stress Legal NA Transferred from SMS Type 3S2 Operating Rating T 72.00 2 AS Allowable Stress Legal NA Transferred from SMS Type 3-3 Inventory Rating T 64 00 2 AS Allowable Stress Legal NA Transferred from SKIS Type 3-3 Operating Rating T 80.00 2 AS Allowable Stress Legal NA Transferred from SMS V1.2 Generated on 07/12/2022 Page 5 of 20 0 O a STRUCTURE INSPECTION REPORT Inspector - John Ja MDT ID 02967 c U Inspection Type - Data pdat 't MONTANA NBI ID -L16010000�05001 Agency Inspection Date - 0112612022 � Bridge Owner -County Hwy g Y Department of Transportation Inventory Direction (MDT145) - Southwe,l County -031 -GALLATIN bNortheast Feature Intersected -E GALLATIN RIVER 091 Facility -L ST e� Load Posting Information Operational Status Load Posting Requirements 5 At/Above Legal Loads (41)OpenlPostedlClosed A Open,no restriction (70)Legal Load Status (MDT135) Posting Sign Type Load Posting Authorization Date (MDT067)Type 3 Truck Posting Required Posting Sign Type (MDT073)Truck 3S2 Posting Required Type 3 Truck Posting (MDT070)Truck 33 Posting Required Type 3S2 Truck Posting (MDT136) Line 1 Number of Axles Posting Required Type 3-3 Truck Posting (MDT137)Line 1 GVW Posting Required Line 1 Number of Axles Posting (MDT142)EV Single Axle Posting Required Line 1 GVW Posting (MDT143)EV Tandem Axles Posting Required EV Single Axle Posting (MDT144) EV Gross Weight Posting Required EV Tandem Axles Posting (MDT148)Load Posting Basis Required EV Gross Weight Posting i WEIGHT WEIGHT LIMIT WEIGHT LIMIT IMIT TONS �� AXLES T Type 35: � T I Line 1 Type 3-3 Number of Ades WEIGHT EMERGENCY EV''"" LIMIT Type VEHICLE EMERGENCY T linel WEIGHT LIMIT E'Ta-i err I'� VEri:rLES111111110 T I � �r. Live 1 AXLES i eve SINGLE AXLE 1 I • l E AXLE ticnEero . � E�'Grcc TANDEM T i Type 3S2 1A �0EM ;I W_tilt 'RI-SS T GROSS T Type 3-3 Repair Suggestions Assigned To Date Requested Type Status Priority Comments V1.2 Generated on 07/12/2022 Page 6 of 20 9' iz 1I �V e ge 1 pa 1 or 4 allMontana Department 1 Fo„m b,soo1d of Transportation IN :L ASSESSMENT FORM FOR STRUC' ►RE : Friday, Febnu� 142014 ^�4 Y rY 1-16010000+05001 Location : NE BOZEMAN Structure Name: L Street Bridge now General Location Data MDT Maintenance Section None District Code, Number, Location 02 Dist 2 BUTTE Division Code, Location 22 BOZEMAN County Code, Location : 031 GALLATIN City Code, Location 00000 RURAL AREA Kind fo Hwy Code, Descnption , 4 4 County Hwy Signed Route Number 16010 Str Owner Code, Description 2 County Highway Agency Maintained by Code, Descnption .2 County Highway Agency Intersecting Feature E GALLATIN RIVER 091 Kilometer Post, Mile Post : 0.80 km 0.50 Structure on the State Highway System Latitude 45°41'43" Construction Data Structure on the National Highway System Longitude 111°01'09" Construction Project Number Str Meet or Exceed NBIS Bndge Length : k Construction Station Number 0+00.00 Traffic Data Construction Drawing Number , none Construction Year 2001 Current ADT . 100 ADT Count Year 2004 Percent Trucks 3 Reconstruction Year Structure Loading, Rating and Posting Data Loading Data : Design Loading 9 >=MS 22.5 (HS 25) Rating Data : Operating Inventory Posting Inventory Load, Design . 34.4 mton 2 AS Allowable Stress Truck 1 Type 3 : 0 33 Operating Load, Design 42.6 mton 2 AS Allowable Stress Truck 2 Type 3-S3 : 72 48 Posting 5 At/Above Legal Loads Truck 3 Type 3-3 : 80 64 Structure, Roadway and Clearance Data Structure Deck, Roadway and Span Data : Structure Vertical and Horizontal Clearance Data Structure Length : 9.80 m Vertical Clearance Over the Structure 99.99 m Deck Area : 78.00 m sq Reference Feature for Vertical Clearance N Feature not hwy or RR Deck Roadway Width : 4.72 m Vertical Clearance Under the Structure 0.00 m Approach Roadway Width 4 88 m Reference Feature for Lateral Underclearance N Feature not hwy or RR Median Code. Description 0 No median Minimum Lateral Under Clearance Right 0.00 m Minimum Lateral Under Clearance Left 0.00 m Span Data Main Span Approach Span Number Spans 1 Material Type Code Description : 1 Concrete Number of Spans 0 Material Type Code, Descnption Span Design Code, Descnption : 1 Slab Span Design Code, Descnption Deck Deck Structure Type 2 Concrete Precast Panels (52) Out-to-Out Width 8.00 m Deck Surfacing Type 1 Monolithic concrete (concurrently placed with struct ' �A) Curb Width Deck Protection Type 0 None (50B) Curb Width Deck Membrain Type 0 None 0.00 m 0.00 m Skew Angle ° Structure Vertical and Horizontal Clearance Data Inventory Route : Over/ Under Direction Inventory South, West or Bi-directional Travel North or East Travel Name Route Direction Vertical Horizontal Direction Vertical Honzontal Route On Structure L16010 Both 99 99 m 4 88 NIA Pago2of4 , Montana Department Form-brnsoold a� of Transportation IN ► .AL ASSESSMENT FORM FOR STRUC E : P-it,r Da!e. Friday. February 142014 g Y rY 1-16010000+05001 Continue Inspection Data Inspection Due Date : 22 January 2016 Sufficiency Rating 87.9 (91) Inspection Frequency (months) 24 Structure Status Not Deficient NBI Inspection Data (90) Date of Last Inspection . 2 January 2014 1 Last Inspected By aniel Gravage-71 (90) Inspection Date Inspected By (58) Deck Rating (68) Deck Geometry (36A) Bridge Rail Rating (�2) ulvert R�t g (59)Superstructure Rating 7 (67) Structure Rating 7 (36B)Transition Rating (61) Channel Rating (60) Substructure Rating (36C)Approach Rail Rating (71)Waterway Adequacy (69) Under Clearance (72)App Rdwy Align (41) Posting Status A (36D) End Rail Rating (113) Scour Cntrcal Unrepaired Spalls 0 m s Deck Surfacing Depth 0.00 i Inspection Hours Crew Hours for inspection 1 Snooper Required �N Helper Hours _1 Snooper Hours for inspection Special Crew Hours _� Flagger Hours Special Equipment Hours _1 Inspection Wort( Candidates Effected Scope of Covered Candidate ID Date Status Priority Structure Work Action Condition Requested Unit States Late Reason Inspection Date 01/22/2014 �■il��.-max_ -.•• _ -.,._��........�..------ page 3 d, Montana Department s F°m' b„yoold of Transportation IN L ASSESSMENT FORM FOR STRUG E : PartrgDate FHday FebUWy142014 L16010000+05001 Continue — Element Inspection Data f f # A f k f f f f f • f f f f f ! • Span : main-0 -1 -1 lement Description Smart Flag Scale Factor Env Quantity Units Insp Each Pct Slat 1 Pd Stet 2 Pa Stet 3 Pct Slat 4 Pct Slat 5 lement 38 - Bare Concrete Slab 1 3 7 sq.m. X 1 09 -- % % % 1 Previous Inspection Notes 01/22/2014 -None � - ----- - - - - - _ -- -- - -------.-� 02/01/2012-None 02/16/2010 -None 02/06/2008 - None 01/3112006 - None. (9 80 8.00 = 78.40) New structure completed in 2001 1/15/2004- None 2120/2001 - None Inspection Notes: lement 215 - R/Conc Abutment 1 3 2 m. _F__10 i 01 7 O/ 0% O Previous Inspection Notes 01/22/2014 - None 02/01/2012 - None 02/16/2010 - None 02/06/2008 - None 01/31/2006 - All new abutments in 2001 01/15!2004 - None 12/20/2001 - None Inspection Notes L lement 334 - Metal Rail Coated 1 3 26 m 100 0 q - — - 0 % °�o °jo a'o-ro Previous Inspection Notes 01/22/2014 - None 02/01/2012 - None 02/16/2010 - None 02/06/2008 - None 01/31/2006 - None. (9.80 ' 2 = 19 60) All new rail in 2001 01/15/2004 - None 12/20/2001 - None Inspection Notes Pape 4 of 4 /General ana Department Fora+ bmsoola nsportation INL ASSESSMENT FORM FOR STRUE . Printing Date Fnaay,February 14 2014 L16010000+05001 Continue spection Notes one - -I 02/01/2012 - None 02/16/2010 - None 02/06!2003 - None 01/31/2006 - New structure in 2001. 01/15/2004 - None 12/20/2001 - None I