8-09 Links Bridges Drawings and Specifications for Roadrunner Bridge.pdf
PDF 1 MB Posted
- Solicitation number
- 27000006
- Issued by
- Mason County, Texas
About this file
This document consists of engineering drawings and specifications for an 8-foot by 25-foot bridge designed for the Roadrunner Course at Hogan Park Golf Course in Midland, Texas, prepared by Links Bridges for the City of Midland. The bridge features a fiberglass deck with weathered wood finish, 12-inch by 16-inch fiberglass beams, pre-assembled HDPE curbs rated at 6,000 pounds, and removable 2-by-4 HDPE planks that serve as interfaces between the bridge deck and pathway. The preliminary engineering drawings, dated July 22, 2026, include multiple sheets detailing bridge plans, side elevations, sub-deck layouts, cross-sections, beam cover details, foundation options, and a rendered bridge visualization. The specifications indicate that beam depth may vary based on final engineering calculations and that the actual slope and soil conditions must be verified on site.
The drawings indicate that foundation design will be determined based on local geotechnical conditions and bridge loading requirements, with sample options including helical piles and pier-based designs. Links Bridges notes that hardware including anchor bolts and other fasteners are the responsibility of the contractor or buyer to supply. The bridge design accommodates optional logos for both the Hogan Park Golf Course and Links Bridges on the deck. The document serves as preliminary engineering documentation to support the bidding process for the Roadrunner Course renovation project, with the understanding that final specifications and engineering calculations will be completed as part of contract execution.
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Text version
TITLE PAGE
N/A
E.00
THE WOODY
SPECIFICATION
WEATHERED WOOD
CLC
WOODY
CURB
6,000 LBS
8' X 25'
HOGAN PARK GOLF COURSE
PRELIMINARY ENGINEERING
22 JUL. 2026
26-092-TP1-8X25WC
DATE
SCALE
DRAWN BY
FILE #
TYPE
SIZE
FINISH
GUARD RAIL
SPECIFICATION
SITE
CLIENT
ULL
LOCATION ON SITE
VLL
ISSUE #
DRAWING
1 SE OCEAN BLVD., STUART, FL 34994 USA
PO BOX 235, 11-300 EARL GREY DRIVE,
KANATA, ON K2T 1C1
PHONE: 1-888-444-0277
EMAIL: INFO@LINKSBRIDGES.COM
WWW.LINKSBRIDGES.COM
SHEET #
3600 N Fairgrounds Rd, Midland, TX 79705
E.01 ENGINEERING: BRIDGE DETAILS - 01
E.02 ENGINEERING: BRIDGE DETAILS - 02
E.03 ENGINEERING: BRIDGE DETAILS - 03
R.01 BRIDGE RENDERING W/ LOGO
F.01 FACTORY DETAILS: BRIDGE
F.02 FACTORY DETAILS: CURB
E.05 ENGINEERING: SAMPLE FOUNDATION OPTIONS
E.04 ENGINEERING: BEAM COVER DETAILS
CONTENTS
8' x 25'
ENGINEERING:
BRIDGE DETAILS - 01
3/16" = 1'-0"
E.01
PLAN
3/16" = 1'-0"SCALE:
SIDE ELEVATION
3/16" = 1'-0"SCALE:
A
B
PRE-ASSEMBLED HDPE CURB
B
E.02
PRE-ASSEMBLED HDPE CURB
B
E.01
12" X 16" FIBERGLASS BEAMS
25'
25'
ACTUAL SLOPE & SOIL CONDITION
TO BE VERIFIED ON SITE
FIBERGLASS DECK
WEATHERED WOOD FINISH
SPECIFICATION
WEATHERED WOOD
CLC
WOODY
CURB
6,000 LBS
8' X 25'
HOGAN PARK GOLF COURSE
PRELIMINARY ENGINEERING
22 JUL. 2026
26-092-TP1-8X25WC
DATE
SCALE
DRAWN BY
FILE #
TYPE
SIZE
FINISH
GUARD RAIL
SPECIFICATION
SITE
CLIENT
ULL
LOCATION ON SITE
VLL
ISSUE #
DRAWING
1 SE OCEAN BLVD., STUART, FL 34994 USA
PO BOX 235, 11-300 EARL GREY DRIVE,
KANATA, ON K2T 1C1
PHONE: 1-888-444-0277
EMAIL: INFO@LINKSBRIDGES.COM
WWW.LINKSBRIDGES.COM
SHEET #
3600 N Fairgrounds Rd, Midland, TX 79705
(BEAM DEPTH MAY VARY BASED ON
FINAL ENGINEERING CALCULATIONS)
CONCRETE ABUTMENT
(SEE SAMPLE FOUNDATION OPTIONS
@ SHEET E.05)
FIBERGLASS DECK
WEATHERED WOOD FINISH
(BUYER'S OPTION)
HOGAN PARK GOLF COURSE LOGO
BRIDGE DETAILS - 02
AS SHOWN
E.02
SUB - DECK PLAN
3/16" = 1'-0"SCALE:
A
SECTION
1/2" = 1'-0"SCALE:
B
BEAM 12" X 16"
TOP OF DECK @ BRIDGE ENTRY
TOP OF CURB
12" X 16" FIBERGLASS BEAMS
VOID
TOP OF DECK @ MIDPOINT
25'
BEAM 12" X 16"
BEAM 12" X 16"
SPECIFICATION
WEATHERED WOOD
CLC
WOODY
CURB
6,000 LBS
8' X 25'
HOGAN PARK GOLF COURSE
PRELIMINARY ENGINEERING
22 JUL. 2026
26-092-TP1-8X25WC
DATE
SCALE
DRAWN BY
FILE #
TYPE
SIZE
FINISH
GUARD RAIL
SPECIFICATION
SITE
CLIENT
ULL
LOCATION ON SITE
VLL
ISSUE #
DRAWING
1 SE OCEAN BLVD., STUART, FL 34994 USA
PO BOX 235, 11-300 EARL GREY DRIVE,
KANATA, ON K2T 1C1
PHONE: 1-888-444-0277
EMAIL: INFO@LINKSBRIDGES.COM
WWW.LINKSBRIDGES.COM
SHEET #
3600 N Fairgrounds Rd, Midland, TX 79705
BEAM COVER OUTLINE
(SEE DETAIL @ SHEET E.04)
2 X 4 HDPE PLANK OUTLINE (REMOVABLE)
INTERFACE BETWEEN BRIDGE DECK & PATH
FIBERGLASS DECK
WEATHERED WOOD FINISH
PRE-ASSEMBLED HDPE CURB
8'
(BEAM DEPTH MAY VARY BASED ON
FINAL ENGINEERING CALCULATIONS)
5 8
BOLTED ON FOUNDATION
CONCRETE ABUTMENT
(SEE SAMPLE FOUNDATION OPTIONS
@ SHEET E.05)
*NOTE:
HARDWARE INCLUDING ANCHOR BOLTS, ANY
OTHER BOLTS AND SCREWS ARE NOT
SUPPLIED WITH THE BRIDGE AND ARE THE
RESPONSIBILITY OF THE CONTRACTOR OR
BUYER TO SUPPLY.
VOID VOID
BRIDGE DETAILS - 03
NTS
E.03
ISOMETRIC VIEW
NTSSCALE:
A
WEATHERED WOOD
MATERIAL FINISH (DECK)
NTSSCALE:
B
PRE-ASSEMBLED HDPE CURB
FIBERGLASS DECK
WEATHERED WOOD FINISH
SPECIFICATION
WEATHERED WOOD
CLC
WOODY
CURB
6,000 LBS
8' X 25'
HOGAN PARK GOLF COURSE
PRELIMINARY ENGINEERING
22 JUL. 2026
26-092-TP1-8X25WC
DATE
SCALE
DRAWN BY
FILE #
TYPE
SIZE
FINISH
GUARD RAIL
SPECIFICATION
SITE
CLIENT
ULL
LOCATION ON SITE
VLL
ISSUE #
DRAWING
1 SE OCEAN BLVD., STUART, FL 34994 USA
PO BOX 235, 11-300 EARL GREY DRIVE,
KANATA, ON K2T 1C1
PHONE: 1-888-444-0277
EMAIL: INFO@LINKSBRIDGES.COM
WWW.LINKSBRIDGES.COM
SHEET #
3600 N Fairgrounds Rd, Midland, TX 79705
12" X 16" FIBERGLASS BEAMS
(BEAM DEPTH MAY VARY BASED ON
FINAL ENGINEERING CALCULATIONS)
FINISH
WEATHERED WOOD
12" x 12" LINKSBRIDGES LOGO
(BUYER'S OPTION)
HOGAN PARK GOLF COURSE LOGO
3/8" = 1'-0"SCALE:
REAR ELEVATION
*NOTES:
FIBERGLASS PLATE BEAM COVERS ARE
ATTACHED TO BEAMS AFTER BEAMS
ARE COMPLETELY SECURED TO THE
FOUNDATIONS.
SIDE ELEVATION
1/2" = 1'-0"SCALE:
BEAM SIDE FLANGE
B
E.04
FIBERGLASS PLATE BEAM COVER
ATTACHED BY A FLANGE & BOLTS CONNECTION ENGINEERING:
BEAM COVER DETAILS
E.04
A
B
AS SHOWN
SPECIFICATION
WEATHERED WOOD
CLC
WOODY
CURB
6,000 LBS
8' X 25'
HOGAN PARK GOLF COURSE
PRELIMINARY ENGINEERING
22 JUL. 2026
26-092-TP1-8X25WC
DATE
SCALE
DRAWN BY
FILE #
TYPE
SIZE
FINISH
GUARD RAIL
SPECIFICATION
SITE
CLIENT
ULL
LOCATION ON SITE
VLL
ISSUE #
DRAWING
1 SE OCEAN BLVD., STUART, FL 34994 USA
PO BOX 235, 11-300 EARL GREY DRIVE,
KANATA, ON K2T 1C1
PHONE: 1-888-444-0277
EMAIL: INFO@LINKSBRIDGES.COM
WWW.LINKSBRIDGES.COM
SHEET #
3600 N Fairgrounds Rd, Midland, TX 79705
FIBERGLASS PLATE BEAM COVER
ATTACHED BY A FLANGE & BOLTS CONNECTION
BEAM SIDE FLANGES
2 X 4 HDPE PLANK (REMOVABLE)
INTERFACE BETWEEN BRIDGE DECK & PATH
2 X 4 HDPE PLANK (REMOVABLE)
INTERFACE BETWEEN BRIDGE DECK & PATH
12" X 16" FIBERGLASS BEAMS
(BEAM DEPTH MAY VARY BASED ON
FINAL ENGINEERING CALCULATIONS)
SPECIFICATION
WEATHERED WOOD
CLC
WOODY
CURB
6,000 LBS
8' X 25'
HOGAN PARK GOLF COURSE
PRELIMINARY ENGINEERING
22 JUL. 2026
26-092-TP1-8X25WC
DATE
SCALE
DRAWN BY
FILE #
TYPE
SIZE
FINISH
GUARD RAIL
SPECIFICATION
SITE
CLIENT
ULL
LOCATION ON SITE
VLL
ISSUE #
DRAWING
1 SE OCEAN BLVD., STUART, FL 34994 USA
PO BOX 235, 11-300 EARL GREY DRIVE,
KANATA, ON K2T 1C1
PHONE: 1-888-444-0277
EMAIL: INFO@LINKSBRIDGES.COM
WWW.LINKSBRIDGES.COM
SHEET #
3600 N Fairgrounds Rd, Midland, TX 79705
FOUNDATION DETAIL (W/ HELICAL PILES)
3/8" = 1'-0"SCALE:
FOUNDATION DETAIL (W/ PIERS)
3/8" = 1'-0"SCALE:
*NOTES:
OTHER FOUNDATION DESIGNS MAY BE
APPLICABLE DEPENDING ON LOCAL
GEOTECHNICAL (SOILS) CONDITIONS
AND BRIDGE LOADING REQUIREMENTS.
LINKS BRIDGES WILL WORK WITH YOU
TO FIND MOST COST-EFFECTIVE
ALTERNATIVE TO HELP MINIMIZE
PROJECT COSTS.
12" x 12" PILE CAP
CIRCULAR PILE FOUNDATIONS
CONCRETE HEADER CAP
BOLTED ON FOUNDATION
12" X 16" FIBERGLASS BEAMS
12" X 16" FIBERGLASS BEAMS
ENGINEERING:
SAMPLE FOUNDATION
OPTIONS
3/8" = 1'-0"
E.05
(BEAM DEPTH MAY VARY BASED ON
FINAL ENGINEERING CALCULATIONS)
(BEAM DEPTH MAY VARY BASED ON
FINAL ENGINEERING CALCULATIONS)
A
B
HELICAL PILES FOUNDATION,
INCLUDING PILE CAPS AND ALL HARDWARE
SUPPLIED BY OTHERS
VOID VOID VOID
VOID VOID VOID
BRIDGE RENDERING
W/ LOGO
NTS
R.01
SPECIFICATION
WEATHERED WOOD
CLC
WOODY
CURB
6,000 LBS
8' X 25'
HOGAN PARK GOLF COURSE
PRELIMINARY ENGINEERING
22 JUL. 2026
26-092-TP1-8X25WC
DATE
SCALE
DRAWN BY
FILE #
TYPE
SIZE
FINISH
GUARD RAIL
SPECIFICATION
SITE
CLIENT
ULL
LOCATION ON SITE
VLL
ISSUE #
DRAWING
1 SE OCEAN BLVD., STUART, FL 34994 USA
PO BOX 235, 11-300 EARL GREY DRIVE,
KANATA, ON K2T 1C1
PHONE: 1-888-444-0277
EMAIL: INFO@LINKSBRIDGES.COM
WWW.LINKSBRIDGES.COM
SHEET #
3600 N Fairgrounds Rd, Midland, TX 79705
BRIDGE RENDERING
NTSSCALE:
A
*NOTE:
BUYER'S OPTION FOR LOGO ON BRIDGE DECK
| 26-092-TP1-8X25WC-E00 |
| 26-092-TP1-8X25WC-E01 |
| 26-092-TP1-8X25WC-E02 |
| 26-092-TP1-8X25WC-E03 |
| 26-092-TP1-8X25WC-E04 |
| 26-092-TP1-8X25WC-E05 |
| 26-092-TP1-8X25WC-R01 |
File details come from the government source that posted it. Updated .