Westman_Bridge_Inspection_Report_2021.pdf

PDF 1 MB Posted Feb 8, 2024

Attached to: 751/24075. JBB; Menominee Co - West Dam Assess Engineering
Solicitation number: RFP - 171 - 240000000855
Issued by: Menominee County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a Bridge Safety Inspection Report for the Westman Dam Road bridge over Walton Creek, located in Menominee County, Michigan. The bridge was constructed in 1950 and reconstructed in 2000. It is a 4-span timber bridge in fair condition, with ratings of 6 for the deck and substructure, and 7 for the superstructure. The inspection found several issues requiring repair, including damaged timber railings, voids in the piers, and a damaged timber deck plank. The report includes recommendations for scour repair, railing replacement, and substructure and deck repairs, with priority levels ranging from low to high.

The related state and local contract opportunity is a Request for Qualifications for engineering services to assess the West Dam in Menominee County, Michigan. This project is being managed by Menominee County, and the selected consultant will be responsible for conducting a comprehensive evaluation of the West Dam's condition and providing recommendations for any necessary repairs or improvements. The contract term and funding details are not specified in the information provided.

View the file

Other files

File	Type	Posted
Hayward Lake Dam 2014 Inspection Report.pdf	PDF	Feb 8, 2024
Project Statement 24075.pdf	PDF	Feb 8, 2024
Westman Dam O	—	Feb 8, 2024
Addendum 1 24075.pdf	PDF	Feb 8, 2024
Hayward Lake Dam 2019 Inspection Report.pdf	PDF	Feb 8, 2024
Google Maps Westman Dam Location.pdf	PDF	Feb 8, 2024
Westman_Dam_Orginal_Plans-1952.pdf	PDF	Feb 8, 2024
RFP Billable Rate 24075.pdf	PDF	Feb 8, 2024
SAMPLE Billable Rate Contract (Rev 221207).pdf	PDF	Feb 8, 2024
Westman Dam Road Operating Permit 2020.pdf	PDF	Feb 8, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

AEB 10/29/2021

56'-0"

Concrete

Concrete Pier Wall - Typ.

Floor

Timber Floor Beams

Timber Curb - 6" x 4" Supported by Timber Spacers that are 6"x4" and spaced every 4 feet

Wearing Surface (11'-9" Wide)

NBI INSPECTION SFCO

Inspector Name Agency / Company Name Insp. Freq. Insp. Date

Cory Thomson Ayres Associates 24 06/07/2021

GENERAL NOTES

Structure inventoried from south to north. Substructure serves as a spillway. Flow goes through span 3. Spans 1, 2, 3, 4, and 5 have concrete wall at upstream end for overflow. Approach rail missing in northeast quadrant exposing a drop off at the edge of the roadway.

Damaged timber rail and broken posts in southeast and northwest approaches.

DECK

06/17 06/19 06/21

1. Surface

(SIA-58A)

6 6 6 Rating a timber wearing surface. Heads of nails are exposed. Soft timber in wearing planks at wheel path with up to 1/2 inch section loss. Minor to moderate sand has accumulated over entire surface. Damaged timber deck board at centerline near mid length of bridge. (06/21) Heads of nails are exposed. Soft timber in wearing planks at wheel path with up to 1/2 inch section loss. Sand has accumulated along centerline. (06/19) Heads of nails are exposed. Soft timber in wearing planks with up to 1/2 inch section loss.

(06/17)

2. Expansion Joints

N N N (06/21) (06/19) (06/17)

3. Other Joints

N N N (06/21) (06/19) (06/17)

4. Railings 6 6 6 Timber railing in fair condition. Railing on the west side near mid span is splintered. Typical minor to moderate weathering and checks throughout. (06/21) Damaged timber rail and broken posts in SE and NW approaches. (06/19) Damaged timber rail and broken posts in SE and NW approaches. (06/17)

5. Sidewalks or Curbs

N N N (06/21) (06/19) (06/17)

6. Deck Bottom Surface

(SIA-58B)

7 7 6 Rating the timber decking bottom surface which is in fair condition with minor checks and weathering throughout. One timber deck board split in span 3. (06/21) (06/19) (06/17)

7. Deck

(SIA-58)

7 6 6 The overall condition of the timber decking is in fair condition. (See SIA-58A and 58B).

(06/21) (06/19) (06/17)

8. Drainage (06/21) (06/19) (06/17)

SUPERSTRUCTURE

06/17 06/19 06/21

9. Stringer

(SIA-59)

7 7 7 Stringer 4W in north span is checked in middle of stringer. (06/21) Stringer 3W and 4W in north span are cracked around a knot on top side of stringer. (06/19) Stringer 3W and 4W in north span are cracked around a knot on top side of stringer. (06/17)

MICHIGAN DEPARTMENT OF TRANSPORTATION

STR 6837 BRIDGE SAFETY INSPECTION REPORT

Facility Latitude / Longitude MDOT Structure ID Structure Condition WESTMAN DAM ROAD 45.4284 / -87.4408 55301A00007B010 Fair Condition(6) Feature Length / Width / Spans Owner WALTON CREEK 57.7 / 13.1 / 4 County: Menominee(55) Location Built / Recon. / Paint / Ovly. TSC Operational Status SEC 18 OF CEDARVILLE TWP 1950 / 2000 / / Crystal Falls(7) A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation Superior(1) / Menominee(55) 7 Wood or Timber / 02 Multi Str

Non Comp 06/07/2021 / SFCO 8 Stable Above Footing

Modified by: THOMSONC2290 on 08/11/2021 Printed on 08/13/2021 Page 1 of 7

10. Paint

(SIA-59A)

N N N (06/21) (06/19) (06/17)

11. Section Loss

N N 3 None. (06/21) (06/19) (06/17)

12. Bearings N N N (06/21) (06/19) (06/17)

SUBSTRUCTURE

06/17 06/19 06/21

13. Abutments

(SIA-60)

6 6 6 South abutment wingwall horizontal crack with leaching and 2 hairline cracks near abutment seat. North abutment 3 tight vertical cracks with efflorescence and minor hairline longitudinal cracks with efflorescence in southeast corner of north abutment. (06/21) South abutment wingwall horizontal crack with leaching and 2 hairline cracks near abutment seat. North abutment 3 tight vertical cracks with efflorescence and several hairline cracks.

(06/19) South abutment wingwall horizontal crack with leaching. North abutment 2 tight vertical cracks with efflorescence. (06/17)

14. Piers

(SIA-60)

6 6 6 Piers 2 and 3 south have voids between the shaft and concrete floor/footing. Scaling at the waterline typically 1/8 inch up to 1 inch maximum at upstream noses and surfaces. (06/21) Piers 2 and 3 south have voids between the shaft and base plate. Scaling at the waterline typically 1/8 inch up to 1 inch maximum at upstream noses and surfaces. (06/19) Piers 2 and 3 south have voids between the shaft and base plate. Scaling at the waterline typically 1/8 inch up to 1 inch maximum at upstream noses and surfaces. (06/17)

15. Slope Protection

N N N Bridge crosses over water. See Item 16 - Channel. (06/21) (06/19) (06/17)

16. Channel

(SIA-61)

7 7 7 Upstream channel is silty. Downstream channel is rocky. No riprap at downstream end.

Channel banks stable with heavy vegetation. (06/21) (06/19) (06/17)

17. Scour Inspection

7 7 7 Minor local scour in span 3 with 18" of concrete footing exposed but no undermining. Water depth measured 2.5 feet in 2021. (06/21) Minor local scour at downstream end of apron at flow outfall. Water depth measured 2.5 feet in 2019. (06/19) Minor local scour at downstream end of apron at flow outfall. Water depth measured 2.3 feet in 2017. (06/17)

APPROACH

06/17 06/19 06/21

18. Approach Pavement

6 6 7 Well graded gravel that is in good condition. (06/21) Gravel. Large potholes at each end of the bridge. (06/19) Gravel. Large potholes at each end of the bridge. (06/17)

19. Approach Shoulders Sidewalks

6 6 6 Vegetation growing in shoulders. Heavy sediment build up preventing proper drainage.

(06/21) Vegetation growing in shoulders. (06/19) (06/17)

20. Approach Slopes

Approach slopes stable with heavy vegetation. (06/21) (06/19) (06/17)

MICHIGAN DEPARTMENT OF TRANSPORTATION

STR 6837 BRIDGE SAFETY INSPECTION REPORT

Non Comp

Modified by: THOMSONC2290 on 08/11/2021 Printed on 08/13/2021 Page 2 of 7

21. Utilities (06/21) (06/19) (06/17)

22. Drainage Culverts

(06/21) (06/19) (06/17)

MISCELLANEOUS

Guard Rail Other Items Item Rating Item Rating

36A. Bridge Railings 0 71. Water Adequacy 8 36B. Transitions 0 72. Approach Alignment 8 36C. Approach Guardrail 0 Temporary Support 0 No Temporary Supports 36D. Approach Guardrail Ends 0 High Load Hit (M) No

Special Insp. Equipment 2 Underwater Insp. Method 1

False Decking (Timber) Removed to Complete Inspection N/A - No False Decking

Critical Feature Inspections (SIA-92) Freq Date

92A. Fracture Critical 92B. Underwater 92C. Other Special 92D. Fatigue Sensitive

MICHIGAN DEPARTMENT OF TRANSPORTATION

STR 6837 BRIDGE SAFETY INSPECTION REPORT

Non Comp

Modified by: THOMSONC2290 on 08/11/2021 Printed on 08/13/2021 Page 3 of 7

SUPPORTING IMAGES SFCO 06/07/2021

Document Name: DSCF0010.JPG Document Name: DSCF0002.JPG Category: Elevation Category: Approach Span Number: Span Number:

Comments: East (downstream) profile. Comments: South approach looking north.

Document Name: DSCF0004.JPG Document Name: DSCF0008.JPG Category: Approach Category: Railing Span Number: Span Number:

Comments: Typical damaged approach rail in southeast and northwest quadrants.

Comments: Missing approach rail in northeast quadrant exposing drop off at the edge of roadway.

MICHIGAN DEPARTMENT OF TRANSPORTATION

STR 6837 BRIDGE SAFETY INSPECTION REPORT

Non Comp

Modified by: THOMSONC2290 on 08/11/2021 Printed on 08/13/2021 Page 4 of 7

Document Name: DSCF0003.JPG Document Name: DSCF0006.JPG Category: Deck Category: Deck Span Number: Span Number:

Comments: Typical wear and minor to moderate section loss of the timber deck boards.

Comments: Damaged wearing board near centerline at midspan.

Document Name: DSCF0011.JPG Document Name: DSCF0023.JPG Category: Deck Category: Superstructure Span Number: Span Number:

Comments: Typical deck underside. Comments: Check in girder 4W in Span 5.

MICHIGAN DEPARTMENT OF TRANSPORTATION

STR 6837 BRIDGE SAFETY INSPECTION REPORT

Non Comp

Modified by: THOMSONC2290 on 08/11/2021 Printed on 08/13/2021 Page 5 of 7

Document Name: DSCF0012.JPG Document Name: DSCF0013.JPG Category: Substructure Category: Substructure Span Number: Span Number:

Comments: Typical abutment. Comments: Typical pier.

Document Name: DSCF0018.JPG Document Name: DSCF0019.JPG Category: Substructure Category: Substructure Span Number: Span Number:

Comments: Typical heavy scaling of Piers 2 and 3. Comments: Typical heavy scaling of Piers 2 and 3.

MICHIGAN DEPARTMENT OF TRANSPORTATION

STR 6837 BRIDGE SAFETY INSPECTION REPORT

Non Comp

Modified by: THOMSONC2290 on 08/11/2021 Printed on 08/13/2021 Page 6 of 7

Document Name: DSCF0024.JPG Category: Substructure Span Number:

Comments: Edge spalls at bearing area on pier 2 south face.

MICHIGAN DEPARTMENT OF TRANSPORTATION

STR 6837 BRIDGE SAFETY INSPECTION REPORT

Non Comp

Modified by: THOMSONC2290 on 08/11/2021 Printed on 08/13/2021 Page 7 of 7

Bridge History, Type, Materials 27 - Year Built 1950 106 - Year Reconstructed 2000 202 - Year Painted 203 - Year Overlay 43 - Main Span Bridge Type 7 02 44 - Appr Span Bridge Type 77 - Steel Type 0 78 - Paint Type 0 79 - Rail Type 9 80 - Post Type 0 107 - Deck Type 8 108A - Wearing Surface 7 108B - Membrane 0 108C - Deck Protection 0

Structure Dimensions 34 - Skew 0 35 - Struct Flared 0 45 - Num Main Spans 4 46 - Num Apprs Spans 0 48 - Max Span Length 12.8 49 - Structure Length 57.7 50A - Width Left Curb/SW 0 50B - Width Right Curb/SW 0 33 - Median 0 51 - Width Curb to Curb 9.8 52 - Width Out to Out 13.1 112 - NBIS Length Y

Inspection Data 90 - Inspection Date 06/07/2021 91 - Inspection Freq 24 92A - Frac Crit Req/Freq N 93A - Frac Crit Insp Date 92B - Und Water Req/Freq N 93B - Und Water Insp Date 92C - Oth Spec Insp Req/Freq N 93C - Oth Spec Insp Date 92D - Fatigue Req/Freq N 93D - Fatigue Insp Date 176A - Und Water Insp Method 1 58 - Deck Rating 6 58A/B - Deck Surface/Bottom 6 6 59 - Superstructure Rating 7 59A - Paint Rating N 60 - Substructure Rating 6 61 - Channel Rating 7 62 - Culvert Rating N

Navigation Data 38 - Navigation Control 0 39 - Vertical Clearance 0 40 - Horizontal Clearance 0 111 - Pier Protection 116 - Lift Brdg Vert Clear

Route Carried By Structure(ON Record) 5A - Record Type 1 5B - Route Signing 4 5C - Level of Service 0 5D - Route Number 00000 5E - Direction Suffix 0 10L - Best 3m Unclr-Lt 0 0 10R - Best 3m Unclr-Rt 99 99 PR Number Control Section 11 - Mile Point 0 12 - Base Highway Network 0 13 - LRS Route-Subroute 0000013251 07 19 - Detour Length 22 20 - Toll Facility 3 26 - Functional Class 09 28A - Lanes On 2

29 - ADT 60

30 - Year of ADT 1998 32 - Appr Roadway Width 16.1 32A/B - Ap Pvt Type/Width 2 16.01 42A - Service Type On 1 47L - Left Horizontal Clear 0.0 47R - Right Horizontal Clear 11.2 53 - Min Vert Clr Ov Deck 99 99

100 - STRAHNET 0

102 - Traffic Direct 3 109 - Truck % 0 110 - Truck Network 0 114 - Future ADT 23 115 - Year Future ADT 2019 Freeway 0

Structure Appraisal 36A - Bridge Railing 0 36B - Rail Transition 0 36C - Approach Rail 0 36D - Rail Termination 0 67 - Structure Evaluation 6 68 - Deck Geometry 2 69 - Underclearance N 71 - Waterway Adequacy 8 72 - Approach Alignment 8 103 - Temporary Structure 113 - Scour Criticality 8

Miscellaneous 37 - Historical Significance 5 98A - Border Bridge State 98B - Border Bridge % 101 - Parallel Structure N

EPA ID

Stay in Place Forms 143 - Pin & Hanger Code 0 148 - No. of Pin & Hangers 0

Route Under Structure (UNDER Record) 5A - Record Type 5B - Route Signing 5C - Level of Service 5D - Route Number 5E - Direction Suffix 10L - Best 3m Unclr-Lt 10R - Best 3m Unclr-Rt PR Number Control Section 11 - Mile Point 12 - Base Highway Network 13 - LRS Route-Subroute 19 - Detour Length 20 - Toll Facility 26 - Functional Class 28B - Lanes Under

29 - ADT

30 - Year of ADT 42B - Service Type Under 5 47L - Left Horizontal Clear 47R - Right Horizontal Clear 54A - Left Feature 54B - Left Underclearance 99 99 54C - Right Feature 54D - Right Clearance 99 99 Under Clearance Year 55A - Reference Feature N 55B - Right Horiz Clearance 99.9 56 - Left Horiz Clearance 0

100 - STRAHNET

102 - Traffic Direct 109 - Truck % 110 - Truck Network 114 - Future ADT 115 - Year Future ADT Freeway

Proposed Improvements 75 - Type of Work 76 - Length of Improvement 94 - Bridge Cost 95 - Roadway Cost 96 - Total Cost 97 - Year of Cost Estimate

Load Rating and Posting 31 - Design Load 2 41 - Open, Posted, Closed A 63 - Fed Oper Rtg Method 2 64F - Fed Oper Rtg Load 41.9 64MA - Mich Oper Rtg Method 64MB - Mich Oper Rtg 108 64MC - Mich Oper Truck 65 - Inv Rtg Method 2 66 - Inventory Load 29.8 70 - Posting 5 141 - Posted Loading 193 - Overload Class

MICHIGAN DEPARTMENT OF TRANSPORTATION

STR 6837 STRUCTURE INVENTORY AND APPRAISAL

Non Comp

Printed on 08/13/2021 Page 1 of 1

WORK RECOMMENDATIONS SFCO

Inspector Name Agency / Company Name Insp. Freq. Insp. Date

Cory Thomson Ayres Associates 24 06/07/2021

RECOMMENDATIONS & ACTION ITEMS

Recommendation Type Priority Description

Scour Repair L Add riprap at downstream end in span 3.

Railing Repair H Replace damaged timber rails and broken posts in southeast and northwest approaches.

Replace rail in northeast quadrant.

Substr Repair L Form and grout the voids in the south face of pier 2.

Deck Replace L Replace damaged timber plank at centerline near midspan.

MICHIGAN DEPARTMENT OF TRANSPORTATION

STR 6837 WORK RECOMMENDATIONS

Non Comp

Printed on 08/13/2021 Page 1 of 1

Project Data File: MI Rating Trucks Base 5, 18, 23.CSP Project:

Analysis Method: AASHTO Standard Specification User Job Number:

State: MI State Job Number:

Date:

By: Leap Comments:

File includes MI designated loads for trucks #5, #18, #23, HS20 Truck, and HS20 Lane Span Data to be defined by user.

Structure Data Number of Spans: 1 Left Support: Roller Right Support: Roller

Span Hinges (ft)

1 None

Span Check Points (ft)

1 0.000 1.200 2.400 3.600 4.800 6.000 7.200

8.400 9.600 10.800 12.000

Span Length Seg Location Length Elasticity Inertia

(ft) (ft) (ft) (ksi) (in4)

1 12.000 0.000 1 12.000 1000.0 2000.0 12.000

CURRENT LOADS

1.000*(Truck) HS20

1.000*(Lane) HS20 Lane Load

1.000*(Truck) #5

1.000*(Truck) #18

1.000*(Truck) #23

Standard Mode Options

Truck Factors Lane Factors Moment 1.000 Moment 1.000 Shear 1.000 Shear 1.000 Deflection 1.000 Deflection 1.000

Load Details Truck Load Details Name: HS20 Factor: 1.00

Axles

# Mag, K Min, ft Max, ft

1 8.000 2 32.000 14.000 14.000 3 32.000 14.000 30.000

Lane Load Details Name: HS20 Lane Load Uniformly Distributed Load Magnitude: klf 0.640 Shear Concentrated Load Magnitude: K 26.000 Moment Concentrated Load Magnitude: K 18.000

Truck Load Details Name: #5 Factor: 1.00

Axles

# Mag, K Min, ft Max, ft

1 16.000 2 16.000 4.000 4.000 3 13.000 11.000 11.000 4 13.000 4.000 4.000 5 13.000 5.000 5.000 6 13.000 4.000 4.000

Truck Load Details Name: #18 Factor: 1.00

Axles

# Mag, K Min, ft Max, ft

1 18.000 2 16.000 11.000 11.000 3 16.000 4.000 4.000 4 13.000 10.000 10.000 5 13.000 3.500 3.500 6 13.000 3.500 3.500 7 13.000 3.500 3.500 8 13.000 3.500 3.500 9 13.000 3.500 3.500

10 13.000 3.500 3.500 11 13.000 3.500 3.500

Truck Load Details Name: #23 Factor: 1.00

Axles

# Mag, K Min, ft Max, ft

1 18.000 2 16.000 9.500 9.500 3 16.000 4.000 4.000 4 13.000 9.000 9.000 5 13.000 3.500 3.500 6 13.000 3.500 3.500 7 13.000 6.000 6.000 8 13.000 3.500 3.500 9 13.000 5.000 5.000

10 13.000 3.500 3.500 11 13.000 3.500 3.500

ID:

Type:

Factors:

Moment:

Shear:

Deflection:

HS20

Truck

1.000 1.000 1.000

V δ

(max) Corresponding (max) Corresponding (max)

MOMENT SHEAR DEFLECT

Span Location (min) Shear(+) Shear(-) (min)Moment(+) Moment(-) (min)

(ft) (kft) ( K) ( K) ( K) (kft) (kft) (in)

1 0.000 0.000 31.968 0.000 31.968 0.000 0.000 0.00 -0.000 31.968 0.000 0.000 0.000 -0.000 0.00

1.200 34.560 28.800 -3.200 28.800 34.560 0.000 0.30

0.000 0.000 0.000 -3.200 34.560 0.000 0.00

2.400 61.440 25.600 -6.400 25.600 61.440 0.000 0.57

0.000 0.000 0.000 -6.400 61.440 0.000 0.00

3.600 80.640 22.400 -9.600 22.400 80.640 0.000 0.79

0.000 0.000 0.000 -9.600 80.640 0.000 0.00

4.800 92.160 19.200 -12.800 19.200 92.160 0.000 0.94

0.000 0.000 0.000 -12.800 92.160 0.000 0.00

6.000 96.000 16.000 -16.000 16.000 96.000 0.000 1.00

0.000 0.000 0.000 -16.000 96.000 0.000 0.00

7.200 92.160 12.800 -19.200 12.800 92.160 0.000 0.94

0.000 0.000 0.000 -19.200 92.160 0.000 0.00

8.400 80.640 9.600 -22.400 9.600 80.640 0.000 0.79

0.000 0.000 0.000 -22.400 80.640 0.000 0.00

9.600 61.440 6.400 -25.600 6.400 61.440 0.000 0.57

0.000 0.000 0.000 -25.600 61.440 0.000 0.00

10.800 34.560 3.200 -28.800 3.200 34.560 0.000 0.30

0.000 0.000 0.000 -28.800 34.560 0.000 0.00

12.000 0.000 0.000 -31.968 0.000 0.000 -0.000 0.00 -0.000 0.000 -31.968 -31.968 0.000 0.000 0.00

Reaction Support Positive Negative

1 0.000 -32.000 2 0.000 -32.000

Moment causing bottom tension and Shear causing left-up/right-down are positive. Deflection down is positive. Reaction down is positive.

Factors:

Moment:

Shear:

Deflection:

#5 Truck

1.000 1.000 1.000

V δ

(max) Corresponding (max) Corresponding (max)

MOMENT SHEAR DEFLECT

Span Location (min) Shear(+) Shear(-) (min)Moment(+) Moment(-) (min)

(ft) (kft) ( K) ( K) ( K) (kft) (kft) (in)

1 0.000 0.000 26.635 0.000 26.635 0.000 0.000 0.00 -0.000 26.635 0.000 0.000 0.000 -0.000 0.00

1.200 28.160 23.467 0.000 23.467 28.160 0.000 0.26

0.000 0.000 0.000 -1.600 17.280 0.000 0.00

2.400 48.640 20.267 0.000 20.267 48.640 0.000 0.50

0.000 0.000 0.000 -3.200 30.720 0.000 0.00

3.600 61.440 17.067 0.000 17.067 61.440 0.000 0.69

0.000 0.000 0.000 -4.800 40.320 0.000 0.00

4.800 66.560 13.867 -2.133 13.867 66.560 0.000 0.81

0.000 0.000 0.000 -7.467 53.760 0.000 0.00

6.000 64.000 10.667 -10.667 10.667 64.000 0.000 0.84

0.000 0.000 0.000 -10.667 64.000 0.000 0.00

7.200 66.560 2.133 -13.867 7.467 53.760 0.000 0.81

0.000 0.000 0.000 -13.867 66.560 0.000 0.00

8.400 61.440 0.000 -17.067 4.800 40.320 0.000 0.69

0.000 0.000 0.000 -17.067 61.440 0.000 0.00

9.600 48.640 0.000 -20.267 3.200 30.720 0.000 0.50

0.000 0.000 0.000 -20.267 48.640 0.000 0.00

10.800 28.160 0.000 -23.467 1.600 17.280 0.000 0.26

0.000 0.000 0.000 -23.467 28.160 0.000 0.00

12.000 0.000 0.000 -26.635 0.000 0.000 -0.000 0.00 -0.000 0.000 -26.635 -26.635 0.000 0.000 0.00

Reaction Support Positive Negative

1 0.000 -26.667 2 0.000 -26.667

Factors:

Moment:

Shear:

Deflection:

#18 Truck

1.000 1.000 1.000

V δ

(max) Corresponding (max) Corresponding (max)

MOMENT SHEAR DEFLECT

Span Location (min) Shear(+) Shear(-) (min)Moment(+) Moment(-) (min)

(ft) (kft) ( K) ( K) ( K) (kft) (kft) (in)

1 0.000 0.000 29.198 0.000 29.198 0.000 0.000 0.00 -0.000 29.198 0.000 0.000 0.000 -0.000 0.00

1.200 28.860 24.050 0.000 24.050 28.860 0.000 0.28

0.000 0.000 0.000 -1.800 19.440 0.000 0.00

2.400 48.640 20.267 0.000 20.267 48.640 0.000 0.52

0.000 0.000 0.000 -3.600 34.560 0.000 0.00

3.600 61.440 17.067 0.000 17.067 61.440 0.000 0.72

0.000 0.000 0.000 -5.400 45.360 0.000 0.00

4.800 67.860 10.617 -2.383 13.867 66.560 0.000 0.84

0.000 0.000 0.000 -7.467 53.760 0.000 0.00

6.000 71.500 6.500 -6.500 10.667 64.000 0.000 0.88

0.000 0.000 0.000 -10.667 64.000 0.000 0.00

7.200 67.860 2.383 -10.617 7.467 53.760 0.000 0.84

0.000 0.000 0.000 -13.867 66.560 0.000 0.00

8.400 61.440 0.000 -17.067 5.400 45.360 0.000 0.72

0.000 0.000 0.000 -17.067 61.440 0.000 0.00

9.600 48.640 0.000 -20.267 3.600 34.560 0.000 0.52

0.000 0.000 0.000 -20.267 48.640 0.000 0.00

10.800 28.860 0.000 -24.050 1.800 19.440 0.000 0.28

0.000 0.000 0.000 -24.050 28.860 0.000 0.00

12.000 0.000 0.000 -29.198 0.000 0.000 -0.000 0.00 -0.000 0.000 -29.198 -29.198 0.000 0.000 0.00

Reaction Support Positive Negative

1 0.000 -29.250 2 0.000 -29.250

Factors:

Moment:

Shear:

Deflection:

#23 Truck

1.000 1.000 1.000

V δ

(max) Corresponding (max) Corresponding (max)

MOMENT SHEAR DEFLECT

Span Location (min) Shear(+) Shear(-) (min)Moment(+) Moment(-) (min)

(ft) (kft) ( K) ( K) ( K) (kft) (kft) (in)

1 0.000 0.000 27.586 0.000 27.586 0.000 -0.000 0.00 -0.000 27.586 0.000 0.000 0.000 -0.000 0.00

1.200 28.470 23.725 0.000 23.725 28.470 0.000 0.28

0.000 0.000 0.000 -1.800 19.440 0.000 0.00

2.400 48.640 20.267 0.000 20.267 48.640 0.000 0.52

0.000 0.000 0.000 -3.600 34.560 0.000 0.00

3.600 61.440 17.067 0.000 17.067 61.440 0.000 0.72

0.000 0.000 0.000 -5.400 45.360 0.000 0.00

4.800 66.820 10.400 -2.600 13.867 66.560 0.000 0.84

0.000 0.000 0.000 -7.467 53.760 0.000 0.00

6.000 71.500 6.500 -6.500 10.667 64.000 0.000 0.88

0.000 0.000 0.000 -10.667 64.000 0.000 0.00

7.200 66.820 2.600 -10.400 7.467 53.760 0.000 0.84

0.000 0.000 0.000 -13.867 66.560 0.000 0.00

8.400 61.440 0.000 -17.067 5.400 45.360 0.000 0.72

0.000 0.000 0.000 -17.067 61.440 0.000 0.00

9.600 48.640 0.000 -20.267 3.600 34.560 0.000 0.52

0.000 0.000 0.000 -20.267 48.640 0.000 0.00

10.800 28.470 0.000 -23.725 1.800 19.440 0.000 0.28

0.000 0.000 0.000 -23.725 28.470 0.000 0.00

12.000 0.000 0.000 -27.586 0.000 0.000 -0.000 0.00 -0.000 0.000 -27.586 -27.586 0.000 -0.000 0.00

Reaction Support Positive Negative

1 0.000 -27.625 2 0.000 -27.625

File details come from the government source that posted it. Updated Apr 3, 2024.