Dutch Joe Bridge Replacement Map.pdf
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- Attached to
- Dutch Joe Bridge Replacement
- Solicitation number
- 1240LT24R0037
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Department of Agriculture Forest Service
About this file
This document is a set of construction drawings and specifications for the Dutch Joe Bridge Replacement project on the Bridger-Teton National Forest. The project involves removing and disposing of the existing 44-foot timber bridge and abutments, installing a temporary modular steel bridge for access, reconstructing the channel and banks, installing precast concrete grade beams, and constructing a new 80-foot prefabricated modular steel bridge superstructure, deck, backwalls, and railing. The project also includes constructing new road approaches, installing aggregate wear surface, and removing the temporary bridge. Key project details include a 100-year flood design, ASTM A588 weather steel girders, 4,000 psi concrete, and an option to replace an existing culvert. The contractor will be responsible for design calculations, shop drawings, and load rating per AASHTO standards. This is a lump sum contract with a set schedule of bid items.
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Other files
| File | Type | Posted |
|---|---|---|
| 1240LT24R0037_QA_20240531.pdf | ||
| 1240LT24R0037 amd 1.pdf | ||
| 1240LT24R0037.pdf | ||
| SOW DutchJoeBridge.pdf | ||
| Sublette County Wage Determination.pdf | ||
| SOI_.pdf | ||
| Specs_DutchJoe.pdf |
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Text version
United States Department of Agriculture
Forest Service
DUTCH JOE BRIDGE REPLACEMENT
BRIDGE No. 370850-2.011 / BRIDGE PLAN G-094
WYOMING
SUBLETTE COUNTY
R4 INTERMOUNTAIN REGION
BRIDGER-TETON NATIONAL FOREST
PINEDALE RANGER DISTRICT
RECOMMENDED:
FOREST SUPERVISOR
(for) DIRECTOR OF ENGINEERING location
PROJECT
FOREST ENGINEER
APPROVED:
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DUTCH JOE BRIDGE REPLACEMENT
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PLAN INDEX AND PROJECT DESCRIPTION
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BRIDGER-TETON NATIONAL FOREST
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T. STONE
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C. PORTER
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P. WONG
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C. PORTER
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INDEX TO PLANS
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SHEET NO. TITLE
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PLAN INDEX & PROJECT DESCRIPTION
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STRUCTURE LAYOUT AND DETAILS
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SPECIFICATIONS & SCHEDULE OF ITEMS
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GRADE BEAM LAYOUT
AutoCAD SHX Text PROJECT DESCRIPTION 1. REMOVE & DISPOSE EXISTING TIMBER BRIDGE AND ABUTMENTS. REMOVE & DISPOSE EXISTING TIMBER BRIDGE AND ABUTMENTS. 2. REMOVE VEGETATION & INSTALL TEMPORARY MODULAR STEEL BRIDGE. REMOVE VEGETATION & INSTALL TEMPORARY MODULAR STEEL BRIDGE. 3. RECONSTRUCT CHANNEL & BENCHES & INSTALL RIPRAP. RECONSTRUCT CHANNEL & BENCHES & INSTALL RIPRAP. 4. INSTALL PRECAST GRADE BEAMS. INSTALL PRECAST GRADE BEAMS. 5. INSTALL NEW MODULAR STEEL BRIDGE SUPERSTRUCTURE, DECK, BACKWALLS, & RAIL. INSTALL NEW MODULAR STEEL BRIDGE SUPERSTRUCTURE, DECK, BACKWALLS, & RAIL. 6. CONSTRUCT NEW APPROACHES. CONSTRUCT NEW APPROACHES. 7. INSTALL AGGREGATE WEAR SURFACE ON BRIDGE AND APPROACHES. INSTALL AGGREGATE WEAR SURFACE ON BRIDGE AND APPROACHES. 8. INSTALL TYPE 3 OBJECT MARKERS. INSTALL TYPE 3 OBJECT MARKERS. 9. REMOVE TEMPORARY BRIDGE AND ACCESS ROAD EMBANKMENT.REMOVE TEMPORARY BRIDGE AND ACCESS ROAD EMBANKMENT.
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SITE PLAN
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OPTIONAL GRADE BEAM SPLICE DETAILS
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BRIDGE ELEVATION & ROAD DETAILS
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CENTERLINE ROAD PROFILE
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LATITUDE: 42.6268886
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LONGITUDE: -109.2553262
Item No. Description Method of
Measurement Unit Quantity
15101 Mobilization LSQ Lump Sum 1
15221 Construction Survey and Staking LSQ Lump Sum 1
15713 Soil erosion and pollution control LSQ Lump Sum 1
20102 Clearing and Grubbing, Slash Treatment Methods for Tops and Limbs (f), Logs (i), and Stumps (f)
LSQ Lump Sum 1
20305 Removal of Existing Timber Bridge, Disposal Method (a) LSQ Lump Sum 1
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Roadway Excavation and Embankment, Compaction Method 6, Includes Haul Within 1 Mile of Project Site (Government Source) LSQ Lump Sum 1
20806 Structure Excavation and Backfill LSQ Lump Sum 1
25101 Placed Riprap, Class 3 (Commercial Source) CQ Cubic Yard 150
32203 Aggregate Surface Course, Grading (S), Compaction (B), Includes Haul Within 1 Mile of Project Site (Commercial Source)
AQ Cubic Yard 200
55201 18'x18"x30" Precast Concrete Grade Beam CQ Each 4
57101 80' Long x 16' Wide Prefabricated Bridge Superstructure, Design, Fabricate, Transport, and Install (includes railing and bulkhead)
LSQ Lump Sum 1
57102
40' Long x 16' Wide Temporary Prefabricated Bridge Superstructure, Design, Fabricate, Transport, Install and Remove (includes railing and bulkhead)
LSQ Lump Sum 1
62503 Seeding with mulch, Method (A) Dry Method LSQ Lump Sum 1
63306 Object Markers (Type 3) CQ Each 4
40401 OPTION ITEM A: 18"D x 32'L Culvert Replacement LSQ Lump Sum 1
10405 OPTION ITEM B: Transport & Offload Temporary Bridge & Abutments to designated storage location in Jackson, WY
LSQ Lump Sum 1
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DUTCH JOE BRIDGE REPLACEMENT
AutoCAD SHX Text BRIDGE No. 370850-2.011
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SPECIFICATIONS & SCHEDULE OF ITEMS
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BRIDGER-TETON NATIONAL FOREST
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T. STONE
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C. PORTER
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P. WONG
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C. PORTER
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SCHEDULE OF ITEMS
AutoCAD SHX Text NOTES: : GENERAL MATERIALS, CONSTRUCTION, & WORKMANSHIP SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 U.S. CUSTOMARY UNITS AND APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS. DESIGN 1. THE SUPERSTRUCTURE DESIGN AND SUBSTRUCTURE DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE GEOMETRY SHOWN ON THESE THE SUPERSTRUCTURE DESIGN AND SUBSTRUCTURE DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE GEOMETRY SHOWN ON THESE DRAWINGS AND SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS AND THE DESIGN LOADS SHOWN ON THIS DRAWING. 2. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 2 WEEKS PRIOR TO FABRICATION. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 2 WEEKS PRIOR TO FABRICATION. 3. FINAL BRIDGE SIZES AND DIMENSIONS TO BE PROVIDED IN MANUFACTURER SHOP DRAWINGS. CONTRACTOR MAY SUBMIT ALTERNATE SIZES FINAL BRIDGE SIZES AND DIMENSIONS TO BE PROVIDED IN MANUFACTURER SHOP DRAWINGS. CONTRACTOR MAY SUBMIT ALTERNATE SIZES AND DIMENSIONS OF BRIDGE COMPONENTS, INCLUDING AN ALTERNATE BEARING PLATE CONNECTION, FOR APPROVAL BY COR. 4. DESIGN LOADINGS: DESIGN LOADINGS: LIVE LOAD: HL-93 LIVE LOAD DEFLECTION NOT TO EXCEED L/800 5. THE CONTRACTOR SHALL PROVIDE THE FOREST SERVICE WITH A LOAD RATING COMPLETED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE THE CONTRACTOR SHALL PROVIDE THE FOREST SERVICE WITH A LOAD RATING COMPLETED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE AASHTO MANUAL FOR BRIDGE EVALUATION. THE LOAD RATING SHALL INCLUDE THE INVENTORY AND OPERATING RATING FACTORS FOR THE HL-93 DESIGN VEHICLE. IT SHALL ALSO INCLUDE THE SAFE LOAD CAPACITY IN TONS FOR THE TYPE 3, TYPE 3S2, TYPE 3-3, AND NRL LEGAL VEHICLES. HYDROLOGY & HYDRAULICS 1. THIS STRUCTURE IS DESIGNED TO PASS A 100-YEAR FREQUENCY FLOOD WITH 3 FEET OF MINIMUM FREEBOARD. THIS STRUCTURE IS DESIGNED TO PASS A 100-YEAR FREQUENCY FLOOD WITH 3 FEET OF MINIMUM FREEBOARD. BULKHEAD (BACKWALL) 1. STEEL SHEET PILE BULKHEAD TO BE GALVANIZED AND COATED WITH COLD TAR EPOXY (BLACK; SHERWIN WILLIAMS TARGUARD OR APPROVED EQUAL) STEEL SHEET PILE BULKHEAD TO BE GALVANIZED AND COATED WITH COLD TAR EPOXY (BLACK; SHERWIN WILLIAMS TARGUARD OR APPROVED EQUAL) HARDWARE AND STRUCTURAL STEEL 1. ALL STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO AASHTO M270 GRADE 36 (ASTM A36). ALL STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO AASHTO M270 GRADE 36 (ASTM A36). 2. ALL BOLTS AND NUTS SHALL CONFORM TO ASTM A307 EXCEPT AS NOTED. ALL BOLTS AND NUTS SHALL CONFORM TO ASTM A307 EXCEPT AS NOTED. 3. HARDWARE AND STEEL ELEMENTS ARE TO BE UNCOATED (BLACK). HARDWARE AND STEEL ELEMENTS ARE TO BE UNCOATED (BLACK). ELASTOMERIC BEARING PADS 1. BEARING PADS SHALL BE PLAIN ELASTOMERIC PAD 1" THICK, 60 DUROMETER, LOW TEMPERATURE, ZONE D. BEARING PADS SHALL BE PLAIN ELASTOMERIC PAD 1" THICK, 60 DUROMETER, LOW TEMPERATURE, ZONE D. 2. FIELD WELDS SHALL BE COMPLETED BY AN AISC CERTIFIED WELDER. FIELD WELDS SHALL BE COMPLETED BY AN AISC CERTIFIED WELDER. CONCRETE 1. CLASS A(AE) f'c = 4000 psi MIN. CLASS A(AE) f'c = 4000 psi MIN. 2. CONCRETE SHALL BE GIVEN A CLASS 1 "ORDINARY SURFACE FINISH" IN ACCORDANCE WITH FP-14 SECTION 552. CONCRETE SHALL BE GIVEN A CLASS 1 "ORDINARY SURFACE FINISH" IN ACCORDANCE WITH FP-14 SECTION 552. 3. CONCRETE SHALL BE AIR ENTRAINED 5% ± 1%. CONCRETE SHALL BE AIR ENTRAINED 5% ± 1%. 4. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" UNLESS OTHERWISE NOTED. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" UNLESS OTHERWISE NOTED. 5. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. STEEL SUPERSTRUCTURE 1. WEATHER A588 STEEL GIRDERS. WEATHER A588 STEEL GIRDERS. 2. FIELD WELDS SHALL BE COMPLETED BY AN AISC CERTIFIED WELDER. FIELD WELDS SHALL BE COMPLETED BY AN AISC CERTIFIED WELDER. REINFORCING STEEL 1. ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. 2. ALL DIMENSIONS TO REINFORCING STEEL ARE TO THE CENTERLINE OF BAR. CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE ALL DIMENSIONS TO REINFORCING STEEL ARE TO THE CENTERLINE OF BAR. CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY REINFORCING BAR SHALL BE 2" UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 3. BENDING AND SPLICING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 315 AND AASHTO SPECIFICATIONS. BENDING AND SPLICING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 315 AND AASHTO SPECIFICATIONS. DIMENSIONS 1. ALL LONGITUDINAL DIMENSIONS FOR THE STRUCTURE ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE UNLESS NOTED. ALL LONGITUDINAL DIMENSIONS FOR THE STRUCTURE ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE UNLESS NOTED. STRUCTURE EXCAVATION 1. STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION 208. STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION 208. 2. CONTRACTOR SHALL SUBMIT AN EXCAVATION PLAN TO THE CONTRACTING OFFICER (CO) FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN CONTRACTOR SHALL SUBMIT AN EXCAVATION PLAN TO THE CONTRACTING OFFICER (CO) FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED EXCAVATION LIMITS, METHODS, EQUIPMENT, LOCATION OF STOCKPILES, METHODS TO REMOVE THE EXISTING BRIDGE AND ESTIMATED QUANTITIES AND COMPLY WITH OSHA EXCAVATION SOIL TYPING AND REQUIREMENTS. CHANGES TO THE EXCAVATION LIMITS SHOWN ON THIS SHEET FOR CONTRACTOR'S DEWATERING METHODS OR OTHER CONTRACTOR CONVENIENCES, MUST BE SHOWN ON THE PLAN AND ARE THE RESPONSIBILITY OF THE CONTRACTOR AND INCIDENTAL TO THE WORK. STRUCTURAL BACKFILL 1. SUITABLE EXCAVATON MATERIAL OR SUITABLE COMMERCIAL SOURCE MATERIAL SHALL BE USED AS STRUCTURAL BACKFILL, AS APPROVED BY COR. SUITABLE EXCAVATON MATERIAL OR SUITABLE COMMERCIAL SOURCE MATERIAL SHALL BE USED AS STRUCTURAL BACKFILL, AS APPROVED BY COR. STRUCTURAL BACKFILL MATERIAL SHALL MEET FP-14, 704.04, STRUCTURAL BACKFILL. STRUCTURE BACKFILL SHALL BE PLACED AND BE COMPACTED IN ACCORDANCE WITH FP-14, 208.10 AND 208.11 (AASHTO T99, METHOD C AND AASHTO T310). ROADWAY EMBANKMENT 1. SUITABLE EXCAVATON MATERIAL OR SUITABLE COMMERCIAL SOURCE MATERIAL SHALL BE USED AS ROADWAY EMBANKMENT, AS APPROVED BY COR. SUITABLE EXCAVATON MATERIAL OR SUITABLE COMMERCIAL SOURCE MATERIAL SHALL BE USED AS ROADWAY EMBANKMENT, AS APPROVED BY COR. 2. CONSTRUCT EMBANKMENTS ACCORDING TO FP-14 SECTION 204. CONSTRUCT EMBANKMENTS ACCORDING TO FP-14 SECTION 204. DEWATERING AND SOIL EROSION CONTROL 1. PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14, SECTION 157 AND THE PROJECT PERMITS. PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14, SECTION 157 AND THE PROJECT PERMITS. CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER POLLUTION PREVENTION PLAN TO CO FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT, METHODS AND EQUIPMENT. 2. DEWATER THE EXCAVATION IN ACCORDANCE WITH FP-14 SECTIONS 208, AND 157. DEWATER THE EXCAVATION IN ACCORDANCE WITH FP-14 SECTIONS 208, AND 157. 3. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. 4. SUBGRADE EXCAVATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, AND BACKFILL ARE TO BE COMPLETED PER THE CONTRACT SPECIFICATIONS. SUBGRADE EXCAVATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, AND BACKFILL ARE TO BE COMPLETED PER THE CONTRACT SPECIFICATIONS. STANDING OR RUNNING WATER IN THE WORK AREA DOES NOT RELIEVE THE CONTRACTOR FROM MEETING THE SPECIFICATIONS. 5. DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL WITH THE DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO THE CO FOR APPROVAL WITH THE EXCAVATION PLAN. CONTRACTOR SHALL DEVELOP THEIR OWN PROJECT SPECIFIC DEWATERING PLAN AND SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT, METHODS, EQUIPMENT AND ANTICIPATED STREAM FLOW VOLUMES. APPROVAL OF THE DEWATERING PLAN BY THE CO DOES NOT RELIEVE THE CONTRACTOR FROM COMPLETING THE WORK AS SPECIFIED. IF CONTRACTOR'S IDENTIFIED DEWATERING METHODS ARE NOT PRODUCING DESIRED RESULTS, CONTRACTOR SHALL RE-EVALUATE AND SUBMIT ANOTHER PLAN TO CO FOR APPROVAL AND IS INCIDENTAL TO THE WORK.
TEMPORARY BRIDGE 1. CONTRACTOR SHALL SUBMIT A TEMPORARY ACCESS ROAD AND BRIDGE DESIGN TO THE CONTRACTOR SHALL SUBMIT A TEMPORARY ACCESS ROAD AND BRIDGE DESIGN TO THE CO FOR APPROVAL. 2. THE TEMPORARY BRIDGE & ABUTMENTS SHALL BECOME GOVERNMENT PROPERTY AFTER THE TEMPORARY BRIDGE & ABUTMENTS SHALL BECOME GOVERNMENT PROPERTY AFTER REMOVAL, DELIVERY & OFFLOADING TO THE DESIGNATED STORAGE LOCATION. 3. THE TEMPORARY BYPASS BRIDGE & ABUTMENTS SHALL BE DESIGNED AND FABRICATED THE TEMPORARY BYPASS BRIDGE & ABUTMENTS SHALL BE DESIGNED AND FABRICATED TO THE SAME STANDARDS, TYPE, GENERAL DETAILS & DESIGN LOADING AS THE PERMANENT STRUCTURE. 4. THE LENGTH AND CLEAR WIDTH SHALL BE AS SHOWN ON THE SITE PLAN, SHEET 3. THE LENGTH AND CLEAR WIDTH SHALL BE AS SHOWN ON THE SITE PLAN, SHEET 3. 5. THE DESIGNATED STORAGE LOCATION IS: THE DESIGNATED STORAGE LOCATION IS: COTTONWOOD WORK CENTER BRIDGER-TETON NATIONAL FOREST 13000 FALL CREEK ROAD JACKSON, WY 83001 LAT/LONG: 43.292366, -110.797354
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DUTCH JOE CREEK
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EXISTING EDGE OF CHANNEL
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EXISTING EDGE OF CHANNEL
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REMOVE AND DISPOSE OF EXISTING 44' LONG TIMBER BRIDGE AND ABUMTENTS.
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TYPE 3 OBJECT MARKER ON TIMBER POST TYP. 4 PLACES. SEE DETAIL SHEET 8.
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EXISTING EDGE OF CHANNEL
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AutoCAD SHX Text OPTION BID ITEM A: REPLACE EXISTING 18" DIAMETER BY 32'-0" LONG CULVERT. LOCATION TO BE DETERMINED IN THE FIELD BY COR.
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PLACE SHOULDER FILL TO TOP EDGE OF BACKWALL ALONG ENTIRE LENGTH
AutoCAD SHX Text ONCE TEMPORARY ACCESS ROUTE IS NO LONGER REQUIRED, CONTRACTOR SHALL RESTORE THE IMPACTED TEMPORARY ACCESS ROUTE AREA TO ITS ORIGINAL CONDITION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL SPREAD SEED, MULCH AND WOODY DEBRIS ON IMPACTED AREAS ACCORDING TO FP-14 SECTION 625.
AutoCAD SHX Text INSTALL 40' LONG X 16' WIDE TEMPORARY BRIDGE FOR ACCESS ACROSS DUTCH JOE CREEK DURING CONSTRUCTION. TEMPORARY BRIDGE SHALL REMAIN GOVERNMENT PROPERTY UPON COMPLETION OF WORK. REMOVE TEMPORARY BRIDGE FROM SITE AND RELOCATE TO DESIGNATED STORAGE LOCATION (OPTION BID ITEM B). SEE NOTES AND SCHEDULE OF ITEMS ON SHEET 2.
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TEMPORARY ACCESS ROUTE. FINAL ALIGNMENT AS STAKED BY COR.
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DUTCH JOE BRIDGE REPLACEMENT
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BRIDGER-TETON NATIONAL FOREST
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FINISHED ROAD SURFACE
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FINISHED ROAD SURFACE
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CLASS 3 RIPRAP SEE DETAIL, SHEET 8
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SEE TYPICAL CHANNEL SECTION SHEET 8
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AutoCAD SHX Text U. S. Department of Agriculture
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
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DUTCH JOE BRIDGE REPLACEMENT
AutoCAD SHX Text BRIDGE No. 370850-2.011
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ROAD CENTERLINE PROFILE
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BRIDGER-TETON NATIONAL FOREST
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T. STONE
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C. PORTER
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P. WONG
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C. PORTER
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AutoCAD SHX Text /s/ Chad Porter, P.E.
03/29/2024
DRAWING NUMBER
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SHEET
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OF
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DESIGN
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DRAWING
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AutoCAD SHX Text U. S. Department of Agriculture
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text
DUTCH JOE BRIDGE REPLACEMENT
AutoCAD SHX Text BRIDGE No. 370850-2.011
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STRUCTURE LAYOUT & DETAILS
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BRIDGER-TETON NATIONAL FOREST
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T. STONE
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C. PORTER
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P. WONG
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C. PORTER
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AutoCAD SHX Text G-094
AutoCAD SHX Text /s/ Chad Porter, P.E.
AutoCAD SHX Text 03/29/2024
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TYPICAL SECTION
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BRIDGE
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NO SCALE
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4" @ CENTER AND 2" @ EDGE.
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AGGREGATE WEAR SURFACE
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CROWNED
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SEE SCHEDULE OF ITEMS, SHEET 2.
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ABUT 2 L.O.L. STA. 2+76.00
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ABUT 1 L.O.L. STA 1+96.00
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C/L BRIDGE = C/L CONST.
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BRIDGE LAYOUT
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DUTCH JOE CREEK
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DIAPHRAGM
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GIRDERS, ASTM A-588
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WEATHERING STEEL
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AGGREGATE WEARING SURFACE
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PRECAST CONCRETE GRADE BEAM, TYP (SEE SHEETS 6, 7 & 8 FOR DETAILS
AutoCAD SHX Text 1 " DIA. ANCHOR BOLTS WELDED TO 14" DIA. ANCHOR BOLTS WELDED TO BOTTOM BEARING PLATE, WITH PLATE WASHERS AND NUTS. TYPICAL 2 PLACES PER BEARING DEVICE
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4 " DEEP 14" DEEP GALVANIZED BRIDGE DECK
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DIAPHRAGM LOCATIONS BY MANUFACTURER
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STEEL GIRDER, TYPICAL
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TYPE 3 OBJECT MARKER ON TIMBER POST (TYP)
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SEE SHEETS 6 & 7 FOR GRADE BEAM DETAILS
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BEARING BEARING
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1" X 7" X 1'-10" ELASTOMERIC BEARING PAD. 60 DURO.
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(2) 3/4" X 7" X 1'-10" STEEL BEARING PLATE (SEE DETAIL ON THIS SHEET)
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8 GAUGE STEEL SHEET PILE BULKHEAD
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END ANGLE
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14" X 6" A588 (CLOSURE PLATE)
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BRIDGE RAIL POST (TYPICAL)
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PRECAST CONCRETE GRADE BEAM
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RAIL POST
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%%UBRIDGE SECTION DETAILS
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NO SCALE
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AGGREGATE WEAR SURFACE @ @
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CROWNED AGGREGATE WEAR SURFACE. 4" @ CENTER AND 2" @ EDGE.
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SEE SCHEDULE OF ITEMS.
AutoCAD SHX Text NOTE: NUMBER, SIZE & THICKNESS OF MEMBERS & : NUMBER, SIZE & THICKNESS OF MEMBERS & OTHER BRIDGE DETAILS ON THIS SHEET ARE SHOWN FOR EXAMPLE. THE PREFABRICATED BRIDGE IS TO BE DESIGNED BY THE MANUFACTURER TO FIT THE ENVELOPE SHOWN ON THESE DRAWINGS. SEE APPROVED SHOP DRAWINGS FOR FINAL DIMENSIONS.
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3/4" THICK EMBEDDED STEEL WELD PLATE (SEE SHEET 6)
AutoCAD SHX Text DOUBLE THICK 12 GA. WEATHERING W-BEAM TYPICAL W/REFLECTOR TABS (2-SIDED CRYSTAL) @ ALTERNATE POSTS
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NO SCALE
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6" CRUSHED AGGREGATE LEVELING COURSE, TYP
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BRIDGE RAIL (SEE DETAILS THIS SHEET)
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FLARED END SECTIONS A588, TYP.
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4 " DEEP 14" DEEP GALVANIZED BRIDGE DECK.
AutoCAD SHX Text NOTE: CONTRACTOR CAN SUBMIT AN OPTIONAL : CONTRACTOR CAN SUBMIT AN OPTIONAL BEARING PLATE CONNECTION. TO BE APPROVED BY COR.
AutoCAD SHX Text 1/4"
AutoCAD SHX Text L
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C GIRDER
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NO SCALE
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BEARING PLATE
AutoCAD SHX Text 3/4"X7" X 1'-10"
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FOR FIXED END ABUT.
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1 1/2" DIA. HOLES
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END ABUT.
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SLOTS FOR EXPANSION
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1 1/2" DIA. X 3"
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A588 STEEL GIRDER
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BEARING PLATE DETAIL
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FIELD WELD BOTTOM BEARING PLATE TO EMBEDDED STEEL PLATE (TYP BOTH SIDES)
FIELD WELD BOTTOM GIRDER FLANGE TO TOP BEARING PLATE (TYP BOTH SIDES)
GRADE BEAM
ELEVATION VIEW
NTS
GRADE BEAM PLAN
VIEW
NTS GRADE BEAM
SECTION VIEW
NTS
BEARING PLATE
SECTION VIEW
NTS
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DRAWING NUMBER
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AutoCAD SHX Text U. S. Department of Agriculture
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FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
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DUTCH JOE BRIDGE REPLACEMENT
AutoCAD SHX Text BRIDGE No. 370850-2.011
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GRADE BEAM LAYOUT
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BRIDGER-TETON NATIONAL FOREST
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T. STONE
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C. PORTER
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P. WONG
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C. PORTER
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AutoCAD SHX Text
AutoCAD SHX Text G-094
AutoCAD SHX Text /s/ Chad Porter, P.E.
AutoCAD SHX Text 03/29/2024
AutoCAD SHX Text NOTES: 1) LIFTING LUG DESIGN BY MANUFACTURER. LOCATE LIFTING LUG DESIGN BY MANUFACTURER. LOCATE LIFT POINTS BETWEEN GIRDERS AS LIFTERS ARE INTENDED TO BE LEFT IN PLACE PERMANENTLY. 2) CONTRACTOR MAY PROPOSE ALTERNATE WELD CONTRACTOR MAY PROPOSE ALTERNATE WELD PLATE & GRADE BEAM DIMENSIONS, TO BE APPROVED BY COR.
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C/L ROADWAY C/L STRUCTURE
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C/L BRG.
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C/L ROADWAY C/L STRUCTURE
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PRECAST CONCRETE GRADE BEAM
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BRG.
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#4 HOOPS SEE GRADE BEAM ELEVATION VIEW FOR SPACING
AutoCAD SHX Text 2'-2 1/2"
AutoCAD SHX Text 4 "12"
AutoCAD SHX Text 14"
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PRECAST CONCRETE GRADE BEAM
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SEE GRADE BEAM SECTION VIEW
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#4 HOOPS
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(1) #4 EACH FACE
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(4) #8 TOP AND BOTTOM
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#8 TOP AND BOTTOM
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#4 HOOPS
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(1) #4 EACH FACE
AutoCAD SHX Text 8" WIDE X 28" LONG X 3/4" THICK STEEL WELD PLATES, EMBEDDED INTO THE GRADE BEAM WITH STEEL STRAPS OR STUDS. FOUR PER ABUTMENT. MANUFACTURER SHALL SHOW DETAILS IN SHOP DRAWINGS.
AutoCAD SHX Text 8" WIDE X 28" LONG X 3/4" THICK STEEL WELD PLATES, EMBEDDED INTO THE GRADE BEAM WITH STEEL STRAPS OR STUDS. FOUR PER ABUTMENT. MANUFACTURER SHALL SHOW DETAILS IN SHOP DRAWINGS.
AutoCAD SHX Text ELASTOMERIC BEARING PAD WITH STEEL BEARING PLATE (SEE THIS SHEET & SHEET 5 FOR DETAILS)
AutoCAD SHX Text 1 " DIA. ANCHOR BOLTS 14" DIA. ANCHOR BOLTS WELDED TO BOTTOM BEARING PLATE, WITH PLATE WASHERS AND NUTS. TYPICAL 2 PLACES PER BEARING DEVICE.
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(2) " X 7" X 34" X 7" X 1'-10" STEEL BEARING PLATE (SEE DETAIL ON THIS SHEET)
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1" X 7" X 1'-10" ELASTOMETRIC BEARING PAD. 60 DURO.
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34" THICK EMBEDDED STEEL WELD PLATE (SEE SHEET C4)
AutoCAD SHX Text 1/4"
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WELD BOTH ANCHOR BOLT TO BOTTOM BEARING PLATE
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FIELD WELD BOTTOM GIRDER FLANGE TO TOP BEARING PLATE (TYP BOTH SIDES)
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WELD BOTH ANCHOR BOLT TO BOTTOM BEARING PLATE
DRAWING NUMBER
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SHEET
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DRAWING
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AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text
DUTCH JOE BRIDGE REPLACEMENT
AutoCAD SHX Text BRIDGE No. 370850-2.011
AutoCAD SHX Text
OPTIONAL GRADE BEAM SPLICE DETAILS
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BRIDGER-TETON NATIONAL FOREST
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T. STONE
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C. PORTER
AutoCAD SHX Text
P. WONG
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-094
AutoCAD SHX Text /s/ Chad Porter, P.E.
AutoCAD SHX Text 03/29/2024
AutoCAD SHX Text
OPTIONAL GRADE BEAM SPLICE DETAILS NTS
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ELEVATION
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BOTTOM OF GRADE BEAM SEGMENT
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BOTTOM OF GRADE BEAM SEGMENT
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BOTTOM OF GRADE BEAM SEGMENT
AutoCAD SHX Text BAR 3"x "x10"38"x10"
AutoCAD SHX Text
AutoCAD SHX Text 34" x 2" BOLTS (A325)W/ " x 1 " VERTICAL 78" x 1 " VERTICAL 12" VERTICAL SLOTS IN FLANGES, TYP.
AutoCAD SHX Text P/L "x16" x 38"x16" x 1'-0" WITH " 78" HOLES
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PLAN SECTION
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FACE OF GRADE BEAM
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FACE OF GRADE BEAM
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FACE OF GRADE BEAM
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FACE OF GRADE BEAM
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(4) " X 6" 12" X 6"HEADED CONCRETE ANCHORS @ 4" O.C. VERT. SPACING TYP. EACH ANGLE
AutoCAD SHX Text L3x3x x 1'-0", 38 x 1'-0", TYP.
AutoCAD SHX Text WT 8x20x1'-1"
AutoCAD SHX Text
(4) x 6" 12 x 6"HEADED CONCRETE ANCHORS @ 4" VERT. SPACING
AutoCAD SHX Text 34" x 6" HILTI HAS-EROD OR APPROVED EQUAL. EMBED 3 " AND 12" AND SECURE WITH EPOXY SYSTEM.
AutoCAD SHX Text L3x3x x 38 x 1'-0", TYP.
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ELEVATION
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PLAN SECTION
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ELEVATION
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PLAN SECTION
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FIELD WELD ALTERNATIVE
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FIELD BOLT ALTERNATIVE
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POST-INSTALLED ANCHOR ALTERNATIVE
FACE OF GRADE BEAM
OBJECT MARKER DETAIL
TYPICAL CHANNEL SECTION DETAIL
NO SCALE
TYPICAL SINGLE LANE ROAD SECTION
NO SCALE
ABUTMENT ELEVATION DETAIL
NO SCALE
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DRAWING NUMBER
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SHEET
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OF
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DESIGN
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DRAWING
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BY:
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CHECK:
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BY:
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CHECK:
AutoCAD SHX Text APPROVED:%%u %%u DATE %%u
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AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Intermountain Region 4 Engineering
AutoCAD SHX Text
DUTCH JOE BRIDGE REPLACEMENT
AutoCAD SHX Text BRIDGE No. 370850-2.011
AutoCAD SHX Text
BRIDGE ELEVATION & ROAD DETAILS
AutoCAD SHX Text
BRIDGER-TETON NATIONAL FOREST
AutoCAD SHX Text
T. STONE
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
P. WONG
AutoCAD SHX Text
C. PORTER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G-094
AutoCAD SHX Text /s/ Chad Porter, P.E.
AutoCAD SHX Text 03/29/2024
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
2:1 MAX
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text ROADWAY EMBANKMENT FROM SUITABLE EXCAVATION, AN APPROVED BORROW SOURCE, OR IMPORTED.
AutoCAD SHX Text
CRUSHED AGGREGATE SURFACE COURSE 6" COMPACTED DEPTH
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PROFILE GRADE
AutoCAD SHX Text 2:1
AutoCAD SHX Text 2:1
AutoCAD SHX Text
INSTALL POSTS AT LOCATION AND ANGLE DIRECTED BY THE ENGINEER.
AutoCAD SHX Text
HIGH INTENSITY.
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ALUMINIUM SHEET. REFLECTIVE STRIPS SHALL BE ASTM TYPE III,
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STRIP BONDED TO A 16 GAGE GALVANIZED STEEL OR 14 GAGE
AutoCAD SHX Text
OBJECT MARKERS, TYPE 3, SHALL BE 12" X 36" WITH RETROREFLECTIVE
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TYPE 3 OBJECT MARKER
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12" DIA. X 6" BOLTS W/2 PLATE WASHERS
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4" X 4" X 10' PRESSURE TREATED POST
AutoCAD SHX Text
(NO SCALE)
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R.H. MARKER SHOWN
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SEE BRIDGE LAYOUT ON SHEET 5.
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PRECAST GRADE BEAM
AutoCAD SHX Text
PREFABRICATED MODULAR BRIDGE SYSTEM
AutoCAD SHX Text *BENCH WIDTH AND SLOPE VARY DUE TO SKEW AND EXISTING CONDITIONS. CONTRACTOR SHALL RECONSTRUCT CHANNEL BANKS ACCORDING TO THE DETAILS ON THIS SHEET AND SHEET 3. BLEND RECONSTRUCTED BANKS INTO EXISTING CHANNEL BANKS BOTH UPSTREAM AND DOWNSTREAM OF BRIDGE.
AutoCAD SHX Text
Q100 ELEV. @ BRIDGE = 96.50'
AutoCAD SHX Text MACHINE PLACED, CLASS III RIPRAP WITH APPROVED NATIVE MATERIAL TO FILL VOIDS, SECTION 705.02
AutoCAD SHX Text
LOW POINT ELEV. @ BRIDGE =92.25
AutoCAD SHX Text
GUARDRAIL ASSEMBLY (SEE SHEET 5 FOR DETAILS)
AutoCAD SHX Text 2H:1V
AutoCAD SHX Text 2H:1V
AutoCAD SHX Text
CORRUGATED STEEL BRIDGE DECK (SEE SHEET 5 FOR DETAILS)
AutoCAD SHX Text CRUSHED AGGREGATE WEAR SURFACE 4" THICK @ BRIDGE & BRIDGE & BRIDGE & 2" THICK @ EDGE OF DECK. SEE SCHEDULE OF ITEMS.
AutoCAD SHX Text TOP OF BULKHEAD AT SHOULDERS SHALL MATCH WEARING SURFACE ELEVATION TO RETAIN SHOULDER FILL (TYP.)
AutoCAD SHX Text
PRECAST CONCRETE GRADE BEAM (SEE SHEETS 6 AND 7 FOR DETAILS)
AutoCAD SHX Text
6-INCH DEPTH CRUSHED AGGREGATE LEVELING COURSE
AutoCAD SHX Text 8 GAUGE STEEL SHEET PILE BULKHEAD WITH COLD TAR EPOXY (BLACK) COATING (SHERWIN WILLIAMS TARGUARD OR APPROVED EQUAL), ATTACHMENT TO GIRDER BY SUPERSTRUCTURE DESIGN.
AutoCAD SHX Text 2H:1V
AutoCAD SHX Text 2H:1V
AutoCAD SHX Text
2:1 MAX*
AutoCAD SHX Text
6" DEPTH CRUSHED AGGREGATE LEVELING COURSE
AutoCAD SHX Text NOTE: NUMBER, SIZE & THICKNESS OF MEMBERS & : NUMBER, SIZE & THICKNESS OF MEMBERS & OTHER BRIDGE DETAILS ON THIS SHEET ARE SHOWN OR EXAMPLE. THE PREFABRICATED BRIDGE IS TO BE DESIGNED BY THE MANUFACTURER TO FIT THE ENVELOPE SHOWN ON THESE DRAWINGS. SEE APPROVED SHOP DRAWINGS FOR FINAL DIMENSIONS.
NOTE: TYPICAL CHANNEL SECTION IS : TYPICAL CHANNEL SECTION IS PERPENDICULAR TO CHANNEL, NOT PARALLEL TO THE BRIDGE. BRIDGE SHOWN IN THIS VIEW IS NOT TO SCALE & FOR REFERENCE ONLY.
| Sheets and Views |
| Dutch Joe Bridge Replacement-1 Cover Sheet |
| Dutch Joe Bridge Replacement-2 Plan Index and Specifications |
| Dutch Joe Bridge Replacement-3 Site Plan |
| Dutch Joe Bridge Replacement-4 Road Centerline Profile |
| Dutch Joe Bridge Replacement-5 Structure Layout & Details |
| Dutch Joe Bridge Replacement-6 Grade Beam Layout |
| Dutch Joe Bridge Replacement-7 Optional Grade Beam Splice Details |
| Dutch Joe Bridge Replacement-8 Bridge Elevation & Road Details |
File details come from the government source that posted it. Updated .