RaineyGLULAM_drw_spec.pdf

PDF 4 MB Posted Jan 17, 2024

Attached to: Laminated Wood Bridge Kits Federal contract opportunity
Solicitation number: 1240LS24Q0010
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Jan 17, 2024

This document package includes drawings and specifications for a glulam timber trail bridge project. Key details include plans for a 49-50 foot long glulam stringer bridge with four stringers and decking made of Douglas Fir lumber. Dimensions, materials, and construction details are provided for all components including fasteners, connection hardware, and treated wood specifications. Foundation options include concrete sills or geocell foundations. Additional standard plan sheets cover general notes, fabrication requirements, and typical construction details such as bearing shoe and anchor bolt configurations.

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Other files attached to Laminated Wood Bridge Kits, newest first.
File	Type	Posted
RaineySOW updated.pdf	PDF	Jan 30, 2024
RaineyGLULAM_FINAL_REV1.pdf	PDF	Jan 30, 2024
Sol_1240LS24Q0010_Amd_0001.pdf	PDF	Jan 30, 2024
Sol_1240LS24Q0010.pdf	PDF	Jan 17, 2024
RaineyCreekSOI.pdf	PDF	Jan 17, 2024
RaineySOW.pdf	PDF	Jan 17, 2024

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963 - GLULAM TRAIL BRIDGE GSB

200 24F-V4X 49 FT50 FT DF YES DF 3X YES SS DF 3x YES6 3/4"X 28 1/2"4115-2.5 4115 4086-0.1 4086 4115-3.2 4115 4116-0.1 4116 4090-0.1 4090

45 FT

40 FT

82 3/4" 12 FT 40.5

RAILDF

44" X DF 2X 5 FT SEE NOTES TIMBER 12"X12"X9' YES X X 6 FT NATIVE X X SEE NOTES BRIDGE HAS 4 STRINGERS

44 FT

39 FT

82 3/4" 82 3/4" 82 3/4" 82 3/4"

24F-V4 24F-V4 24F-V4 24F-V4

5 1/8"X 28 1/2"

5 1/8"X 25 1/2"

YES

3X 3X 3X 3X

YES

3X 3X 3X 3X

12 FT

40.5 40.5 37.5 37.5

YES

RAIL

44" 44" 44" 44"

X X X X

2X 2X 2X 2X

5 FT

SEE NOTES

TIMBER

YES

X X X X X

X X X

6 FT

NATIVE

X X X X

X X

SEE NOTES

BRIDGE HAS 4 STRINGERS

RAINEY CREEK TRAIL BRIDGE

CARIBOU-TARGHEE NATIONAL FOREST

PASLISADES RANGER DISTRICT

1 5

12"X12"X9' 12"X12"X9' 12"X12"X9' 12"X12"X9'

963 - GLULAM TRAIL BRIDGE GSB

4" SCREWS. SEE NOTES

FOR TYPE & SPACING

FASTEN DECK PLANKS TO STRINGERS WITH TWO ROWS 6 INCH SCREWS PER PLANK AT EACH STRINGER.

ALTERNATE CENTERS. FASTEN RUNNING PLANKS TO DECK WITH 4 INCH SCREWS AT 24-INCHES SPACING.

ALTERNATE CENTERS WITH TWO AT EACH END.

DECK, RUNNING PLANK, & RAIL SCREWS SHALL BE: POLY COATED; SELF-DRILLING; SELF-COUNTERSINKING OR SMOOTH PROFILE WASHER HEAD: STAR DRIVE; DECK OR STRUCTURAL TYPE; OR APPROVED EQUAL.

RAINEY CREEK TRAIL BRIDGE

CARIBOU-TARGHEE NATIONAL FOREST

PASLISADES RANGER DISTRICT 2 5

963 - GLULAM TRAIL BRIDGE

GLULAM STRINGER TRAIL BRIDGE

STANDARD TRAIL PLAN

5/19/2023

G-083

3 5NOT TO SCALE

GSB

RAINEY CREEK TRAIL BRIDGE

CARIBOU-TARGHEE NATIONAL FOREST

PASLISADES RANGER DISTRICT

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FOREST SERVICE

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U.S. DEPARTMENT OF AGRICULTURE

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DRAWING NAME

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PROJECT NAME & LOCATION

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SECTION

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REVISION DATE

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SHEET

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DRAWING NO.

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STANDARD PLAN SHEET 3 OF 5

AutoCAD SHX Text FABRICATION: SUBMIT SHOP DRAWINGS FOR ALL BRIDGE COMPONENTS (EXCEPT TIMBER RUNNING PLANKS). SHOW ALL SUBMIT SHOP DRAWINGS FOR ALL BRIDGE COMPONENTS (EXCEPT TIMBER RUNNING PLANKS). SHOW ALL DIMENSIONS AND FABRICATION DETAILS FOR ALL CUT OR BORED TIMBER. FIELD DRILLING OF HOLES SHALL NOT BE ALLOWED UNLESS OTHERWISE NOTED ON THE PLANS.

AutoCAD SHX Text HARDWARE AND STRUCTURAL STEEL: RAIL POST BOLTS & ALL MALLEABLE IRON WASHERS SHALL BE UNCOATED. OTHER RAIL POST BOLTS & ALL MALLEABLE IRON WASHERS SHALL BE UNCOATED. OTHER HARDWARE SHALL BE GALVANIZED UNLESS OTHERWISE SHOWN. GALVANIZED OR UNFINISHED HARDWARE SHALL MEET THE REQUIREMENTS OF AASHTO M270, GRADE 36, WITH NUTS AND BOLTS CONFORMING TO ASTM A307, GRADE A. WEATHERING STEEL AND HARDWARE SHALL MEET THE REQUIREMENTS OF AASHTO M270, GRADE 50W, WITH BOLTS AND NUTS CONFORMING TO ASTM A325, TYPE 3. USE MALLEABLE IRON WASHERS AGAINST WOOD UNLESS OTHERWISE NOTED. WHEN STRUCTURAL STEEL IS TO BE WELDED, THE WELDING PROCEDURE SHALL BE IN ACCORDANCE WITH AWS D1.1 AND SHALL BE SUITABLE FOR THE GRADE OF STEEL AND INTENDED USE OR SERVICE.

AutoCAD SHX Text FIELD TREATMENT: COPPER NAPHTHENATE (2% SOLUTION) SHALL BE FURNISHED FOR FIELD TREATING OD WOOD. ALL COPPER NAPHTHENATE (2% SOLUTION) SHALL BE FURNISHED FOR FIELD TREATING OD WOOD. ALL ABRASIONS AND FIELD CUTS -APPROVED BY THE C.O.R.- SHALL BE CAREFULLY TRIMMED AND GIVEN THREE BRUSH COATS OF THE FIELD TREATMENT SOLUTION. WHERE APPROVED FIELD DRILLING OF BOLT OR NAIL HOLES IS REQUIRED, THE HOLES SHALL BE FILLED WITH PRESERVATIVE PRIOR TO INSERTING THE FASTENERS.

AutoCAD SHX Text TREATMENT: SEE PROJECT CRITERIA FOR MEMBERS IDENTIFIED TO BE TREATED AND FOR TREATMENT TYPE. PRESERVATIVE SEE PROJECT CRITERIA FOR MEMBERS IDENTIFIED TO BE TREATED AND FOR TREATMENT TYPE. PRESERVATIVE TREATMENT SHALL BE IN ACCORDANCE WITH THE CURRENT AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) SPECIFICATIONS USING THE TREATMENT MATERIALS LISTED BELOW. TREATMENT WILL COMPLY WITH THE REQUIREMENTS OF THE CURRENT EDITION OF WESTERN WOOD PRESERVERS INSTITUTE (WWPI) "BEST MANAGEMENT PRACTICES FOR THE USE OF TREATED WOOD IN AQUATIC ENVIRONMENTS". SUBSTRUCTURE, BACKING PLANKS, PILING, RETAINING WALLS AND CRIBBING - AWPA UC4C - COPPER NAPHTHENATE IN HYDROCARBON SOLVENT A - CCA - ALTERNATE OIL-BASED PRODUCTS APPROVED BY COR

AutoCAD SHX Text SPECIFICATIONS: MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) AND STANDARD SPECIFICATIONS FOR CONSTRUCTION OF TRAILS AND TRAIL BRIDGES ON FEDERAL PROJECTS, AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text TIMBER & LUMBER: SOLID SAWN TIMBER MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF THE GRADING RULES SOLID SAWN TIMBER MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF THE GRADING RULES AGENCY FOR THE SPECIES, TYPE, AND GRADE SPECIFIED BELOW. GLULAM MEMBERS SHALL CONFORM TO THE AMERICAN NATIONAL STANDARD, STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES (ANSI 117) FOR THE COMBINATION, SPECIES, USE, AND APPEARANCE SPECIFIED BELOW. GLULAM STRINGERS - COMBINATION SYMBOL 24F-V4, SPECIES - DF/DF DRY CONDITION USE AND INDUSTRIAL APPEARANCE - COMBINATION SYMBOL 24F-V4, SPECIES - DF/DF DRY CONDITION USE AND INDUSTRIAL APPEARANCE CURB MEMBERS, SILLS, DECK PLANKS AND BACKING PLANKS - COASTAL REGION DOUGLAS FIR - LARCH ROUGH SAWN NO.1 GRADE, GRADING RULES AGENCY - WWPA, WCLIB - COASTAL REGION DOUGLAS FIR - LARCH ROUGH SAWN NO.1 GRADE, GRADING RULES AGENCY - WWPA, WCLIB RUNNING PLANKS - COASTAL REGION DOUGLAS FIR - LARCH ROUGH SAWN NO.2 GRADE, GRADING RULES AGENCY - WWPA, WCLIB - COASTAL REGION DOUGLAS FIR - LARCH ROUGH SAWN NO.2 GRADE, GRADING RULES AGENCY - WWPA, WCLIB COASTAL REGION DOUGLAS FIR - LARCH ROUGH SAWN NO.2 GRADE, GRADING RULES AGENCY - WWPA, WCLIB RAILS & POSTS (SEE PROJECT CRITERIA) UNTREATED - REDWOOD, S4S, NO.1 GRADE GRADING RULES AGENCY - RIS - REDWOOD, S4S, NO.1 GRADE GRADING RULES AGENCY - RIS - WESTERN RED CEDAR, S4S, SELECT STRUCTURAL GRADE GRADING RULES AGENCY - WWPA, WCLIB TREATED - HEM - FIR/DOUGLAS FIR, S4S, NO.1 GRADE GRADING RULES AGENCY - WWPA, WCLIB- HEM - FIR/DOUGLAS FIR, S4S, NO.1 GRADE GRADING RULES AGENCY - WWPA, WCLIB

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3/4" HEX BOLT AND NUTW/MALLEABLE IRON WASHER THIS SIDE

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3/8" X 3" X 3" BAR SPACER

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3/8" X 3" BAR

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STRINGER

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13/16" HOLE (TYP)

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3/8" ANGLE X 3" X 3" FRAME

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X-BRACE (TYP)

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FRAME (TYP)

AutoCAD SHX Text STEEL DIAPHRAGM ALTERNATE IS APPLICABLE ONLY FOR STRINGER DEPTHS OF 21" OR GREATER.

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ELEVATION- STEEL DIAPHRAGM ALTERNATE

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TYPICAL ID

AutoCAD SHX Text SUPERSTRUCTURE AND DECKING - AWPA UC4C - COPPER NAPHTHENATE IN HYDROCARBON SOLVENT A - ALTERNATE OIL-BASED PRODUCTS APPROVED BY COR TIMBER WEARING SURFACE - IF MECHANICAL LIFE < 10 YEARS, TREATMENT IS NOT REQUIRED - IF MECHANICAL LIFE < 10 YEARS, TREATMENT IS NOT REQUIRED - IF MECHANICAL LIFE > 10 YEARS, TREATMENT IS REQUIRED - IF TREATED - AWPA UC4A, EITHER OIL-BASED OR WATERBORNE TREATMENT OPTIONS AS BELOW. RAILING POSTS AND RAIL BOARDS - AWPA UC4A - COPPER NAPHTHENATE IN HYDROCARBON SOLVENT A - COPPER NAPHTHENATE IN HYDROCARBON SOLVENT A - ALTERNATE OIL-BASED PRODUCT APPROVED BY COR - WATERBORNE TREATMENT SUCH AS ALKALINE COPPER QUAT (FORMULATION A, B, C, OR D), COPPER AZOLES (FORMULATION B OR C), MICRONIZED COPPER AZOLES (FORMULATION C), OR EQUAL, APPROVED BY COR.

963 - GLULAM TRAIL BRIDGE

GLULAM STRINGER TRAIL BRIDGE

STANDARD TRAIL PLAN

5/19/2023

G-083

4 5NOT TO SCALEGSB

RAINEY CREEK TRAIL BRIDGE

CARIBOU-TARGHEE NATIONAL FOREST

PASLISADES RANGER DISTRICT

TREATED MEMBERS.

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FOREST SERVICE

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U.S. DEPARTMENT OF AGRICULTURE

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DRAWING NAME

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PROJECT NAME & LOCATION

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SECTION

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REVISION DATE

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SHEET

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DRAWING NO.

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%%UNOTES:

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%%UBEARING SHOE DETAIL

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%%UPLAN

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%%UEND VIEW

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%%USIDE VIEW

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MATERIAL = 1/2" STEEL PLATE A36

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%%UTIMBER SILL

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%%UCONNECTION DETAIL

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%%UANCHOR BOLT DETAIL

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%%UCONCRETE SILL

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%%UCONCRETE SILL

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%%UCONNECTION DETAIL

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ABUTMENT

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STRINGER

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1/2" X WIDTH VARIES X 6" ELASTOMERIC PAD (TYP) (50 DUROMETER)

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3/4" HEX NUT

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3/4" PLAIN WASHER

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FASTEN DECK PLANK TO TOP BACKING PLANK USING 7" RINGSHANK NAILS ON 12" CENTERS

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FASTEN EACH BACKING PLANK TO EACH STRINGER USING (3)-7" RING SHANK NAILS

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3/4" BOLT & NUTW/(2)-MALLEABLE IRON WASHERS

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3-INCH DIMENSIONAL BACKING PLANKS

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12" X 12" CONCRETE SILL

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**FOUNDATION

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(4)-#5 REBAR CONTINUOUS IN SILL W/2" CONCRETE CLEAR COVER AT ENDS

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3/4" CHAMFER (TYP)

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(2)-3/4" ANCHORBOLT AT EACH BEARING SHOE

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STRINGER PER PLANS

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TOP OF DECK PLANKS. TIMBER RUNNING PLANKS NOT SHOWN.

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BEARING SHOE

AutoCAD SHX Text FASTEN DECK PLANK TO TOP OF BACKING PLANK USING 7" RINGSHANK NAILS ON 12" CENTERS

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FASTEN EACH BACKING PLANK TO EACH STRINGER USING (3)-7" RING SHANK NAILS

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3" DIMENSIONAL BACKING PLANKS

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**FOUNDATION

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3/4" BOLT & NUTW/(2)-MALLEABLE IRON WASHERS

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*TIMBER SILL

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STRINGER PER PLANS

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TOP OF DECK PLANKS. TIMBER RUNNING PLANKS NOT SHOWN.

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BEARING SHOE

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FULL PENETRATION

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STANDARD PLAN SHEET 4 OF 5

AutoCAD SHX Text CONCRETE: USE STRUCTURAL CONCRETE WITH 7 SACK MINIMUM MIX APPROVED BY THE C.O., USE STRUCTURAL CONCRETE WITH 7 SACK MINIMUM MIX APPROVED BY THE C.O., CONCRETE SHALL RECEIVE A TOWELED SURFACE FINISH. CONCRETE SHALL HAVE 4%-6% ENTRAINED AIR. MAXIMUM SIZE AGGREGATE SHALL BE 3/4-INCH AND CONCRETE SLUMP SHALL NOT EXCEED 4-INCHES. REINFORCING STEEL: PROVIDE REINFORCING STEEL THAT CONFORMS TO ASTM A615 (AASHTO PROVIDE REINFORCING STEEL THAT CONFORMS TO ASTM A615 (AASHTO M31), GRADE 40 OR 60. PROVIDE 2-INCH CLEAR CONCRETE COVER FOR ALL REBAR, UNLESS NOTED OTHERWISE ON THE PLANS. LAG SCREW INSTALLATION: PRE-BORE LAG SCREW HOLES USING TWO DIAMETERS, ONE FOR PRE-BORE LAG SCREW HOLES USING TWO DIAMETERS, ONE FOR THE SHANK AND ONE FOR THE THREADS. THE LEAD HOLE FOR THE SHANK IS TO BE 1/16-INCH LARGER THAN THE SHANK DIAMETER AND IS TO BE BORED TO THE DEPTH OF PENETRATION OF THE SHANK. THE LEAD HOLE FOR THE THREADED PORTION IS TO BE 70 PERCENT OF THE BOLT DIAMETER AS SHOWN ON THE PLANS AND IS TO BE BORED AT LEAST TO THE LENGTH OF THE THREADS. DO NOT DRIVE LAG SCREWS WITH A HAMMER.DO NOT DRIVE LAG SCREWS WITH A HAMMER.

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* TIMBER SILL CAN BE EITHER 12" X 12" SOLID SAWN 10 3/4" X 12" TIMBER SILL CAN BE EITHER 12" X 12" SOLID SAWN 10 3/4" X 12" GLUE-LAMINATED, BUILT-UP 3" X 12", 4" X 12", & 6" X 12" TREATED MEMBERS.

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ABUTMENT

TYPICAL ID

965 - TRAIL BRIDGE SUBSTRUCTURES

GAB

RAINEY CREEK TRAIL BRIDGE

CARIBOU-TARGHEE NATIONAL FOREST

PASLISADES RANGER DISTRICT

5 5

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FOREST SERVICE

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U.S. DEPARTMENT OF AGRICULTURE

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DRAWING NAME

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PROJECT NAME & LOCATION

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REVISION DATE

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DRAWING NO.

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%%UFOUNDATION NOTES:

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%%UELEVATION - GEOCELL FOUNDATION

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%%USECTION A-A

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ABUTMENT

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ABUTMENT

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EXTERIOR FACE OF OUTSIDE STRINGER/SLAB

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EXTERIOR FACE OF OUTSIDE STRINGER/SLAB

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SEE ANCHOR BOLT DETAIL

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SILL

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GEOCELL FOUNDATION

AutoCAD SHX Text PLACE GEOCELL ON UNDISTURBED SOIL. PLACE CLASS 1 NON WOVEN GEOTEXTILE FABRIC UNDER GEOCELL AND WRAP OVER TOP AFTER FILLING WITH SUITABLE BACKFILL MATERIAL. SEE NOTES.

AutoCAD SHX Text GEOCELL ABUTMENT STABILIZATION: FILL GEOCELLS WITH MATERIAL FROM APPROVED SURPLUS EXCAVATION OR APPROVED BORROW SOURCES. COMPACT MATERIAL WITH MANUAL TAMPING BARS OR OTHER APPROVED TOOLS UNTIL THERE IS NO VISIBLE EVIDENCE OF FURTHER CONSOLIDATION. BACKFILL SHALL COVER GEOTEXTILE SO THAT NO FABRIC REMAINS EXPOSED AFTER BACKFILLING IS COMPLETE.

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* SILL MATERIAL AND DIMENSIONS WILL VARY. REFER TO SILL MATERIAL AND DIMENSIONS WILL VARY. REFER TO SUPERSTRUCTURE SHEETS FOR ACTUAL SILL DIMENSIONS AND ADJUST GEOCELL AS NEEDED.

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STANDARD PLAN SHEET 5 OF 5

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1 1/4" X 1/4" METAL STRAP

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HEAVY HEX NUT

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METAL STRAP

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MALLEABLE IRON WASHER

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HEAVY HEX NUT

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13/16" HOLE

1 1/4" X 1/4" METAL STRAP

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TACK

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ELEVATION-ANCHOR BOLT DETAIL

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TYPICAL ID

JonathanWheeler2 Highlight

JonathanWheeler2 Oval

G-083 SOUTH FORK TETON CREEK TRAIL BRIDGE FINAL 5_23_23.pdf

G-083 South Teton Cr 2 Tr Br-1. Cover Sheet

Sheets and Views

G-083 South Teton Cr 2 Tr Br-1. Cover Sheet

G-083 South Teton Cr 2 Tr Br-2. Est. Quanities and Gen. Notes

Sheets and Views

G-083 South Teton Cr 2 Tr Br-2. Est. Quanities and Gen. Notes

sheet 3 standard table-Layout1

Sheets and Views

sheet 3 standard table-Layout1

sheet 4 standard xsec-Layout1

Sheets and Views

sheet 4 standard xsec-Layout1

sheet 5 gen notes-Layout1

Sheets and Views

sheet 5 gen notes-Layout1

sheet 6 bearing details-Layout1

Sheets and Views

sheet 6 bearing details-Layout1

sheet 7 geocell-Layout1

Sheets and Views

sheet 7 geocell-Layout1

File details come from the government source that posted it. Updated Jan 17, 2024.