IFB161236 Steel Structure Attachments AND Sketches.pdf
PDF 1 MB Posted
- Solicitation number
- IFB-128664
- Issued by
- Virginia
About this file
This is a solicitation package and structural design document for Invitation for Bid (IFB) 161236, issued by the Virginia Department of Transportation (VDOT) for a steel structure superstructure project in the Lynchburg District. The project involves the design and construction of a bridge replacement over Turkeycock Creek on Route 817 (Mountain Drive) in Pittsylvania County, approximately 1.07 miles south of Route 652. The bridge is a single-span steel rolled beam structure (SS8-103-10-20-1.5) measuring 39 feet 10 inches in length with a 20-foot 4-inch width (face-to-face of rails) and is designed to accommodate HL-93 loading per AASHTO LRFD Bridge Design Specifications, 7th Edition. The structure features a timber deck superstructure with W18x76 steel beams and includes timber lagging, waterproofing membranes, tubular railing systems, and associated diaphragms and bearing details. The project design incorporates both abutment A and B configurations with timber piling support systems as detailed in the comprehensive structural drawings spanning five sheets.
The solicitation package requires bidders to submit multiple mandatory attachments including Virginia State Corporation Commission (SCC) registration documentation, normal and emergency contact information, manufacturer and shipping point details, plastic materials recycled content certification, and a Small Business Subcontracting Plan demonstrating plans to utilize DSBSD-certified small businesses for at least a portion of the contract work. Bidders must identify any subcontractors and their certification status, with participation percentages becoming contractual requirements. The document specifies that all structural steel, including bearings, must comply with ASTM A709 Grade 50 specifications and undergo hot-dip galvanization treatment. Timber components must be Dense Select Structural Southern Pine preservative-treated in accordance with VDOT specifications. All bolts, bridge lugs, and hardware must meet applicable ASTM standards for galvanizing and strength requirements. The Commonwealth's goal is to ensure that over 42 percent of purchases are made from small businesses, and failure to meet proposed small business participation percentages may result in breach of contract.
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ATTACHMENT __A__
State Corporation Commission Form Failure to complete and return this attachment may result in your bid being REJECTED or deemed NON-RESPONSIVE.
Solicitation #:
Virginia State Corporation Commission (SCC) registration information.
The bidder:
is a corporation or other business entity with the following SCC identification number:
-OR-
is not a corporation, limited liability company, limited partnership, registered limited liability partnership, or business trust -OR-is an out-of-state business entity that does not regularly and continuously maintain as part of its ordinary and customary business any employees, agents, offices, facilities, or inventories in Virginia (not counting any employees or agents in Virginia who merely solicit orders that require acceptance outside Virginia before they become contracts, and not counting any incidental presence of the bidder in Virginia that is needed in order to assemble, maintain, and repair goods in accordance with the contracts by which such goods were sold and shipped into Virginia from bidder’s out-of-state location) -OR-is an out-of-state business entity that is including with this bid an opinion of legal counsel which accurately and completely discloses the undersigned bidder’s current contacts with Virginia and describes why those contacts do not constitute the transaction of business in Virginia within the meaning of § 13.1-757 or other similar provisions in Titles
13.1 or 50 of the Code of Virginia.
**NOTE** >> Check the following box if you have not completed any of the foregoing options but currently have pending before the SCC an application for authority to transact business in the Commonwealth of Virginia and wish to be considered for a waiver to allow you to submit the SCC identification number after the due date for bids (the Commonwealth reserves the right to determine in its sole discretion whether to allow such waiver):
ATTACHMENT _B_
NORMAL AND EMERGENCY CONTACTS
Solicitation # ___________
Send Contracts To:
Bidder's Name/Title
Primary Phone Number
Bidder's Mailing Address E-mail Address
Contact Person’s Name
Cellular Telephone Number
Telephone Number - Normal Work Hours Telephone Number - After Work Hours Fax Number
E-mail Address
Contact Person’s Name
Cellular Telephone Number
Telephone Number - Normal Work Hours Telephone Number - After Work Hours Fax Number
E-mail Address
Contact Person’s Name
Cellular Telephone Number
Telephone Number - Normal Work Hours Telephone Number - After Work Hours Fax Number
E-mail Address
ATTACHMENT _C_
NAME OF MANUFACTURER AND SHIPPING POINT
Solicitation #: _____________
Each bidder shall supply in the space below the name and address of the manufacturer of each item offered and the shipping point.
BID LINE(S): _________________________________________________________
ITEM NUMBER(S):
MANUFACTURER:
ADDRESS:
SHIPPING POINT:
BID LINE(S): _________________________________________________________
ITEM NUMBER(S):
MANUFACTURER:
ADDRESS:
SHIPPING POINT:
BID LINE(S): _________________________________________________________
ITEM NUMBER(S):
MANUFACTURER:
ADDRESS:
SHIPPING POINT:
ATTACHMENT _D_
PLASTIC MATERIALS RECYCLED CONTENT
Solicitation # ____________
Bidders must identify whether their plastic materials contain recycled materials and, if so, specify the amount of recycled content in such plastic materials.
☐ None of the materials offered contain plastic ☐ None of the plastic materials offered contain recycled materials ☐ Some or all of the plastic materials offered contain recycled materials. Specify the amount of recycled content below.
BID LINE(S): ______________________________________________________________________, if applicable
Type of Material: _________________________________ Amount of Recycled Content: __________________
Type of Material: _________________________________ Amount of Recycled Content: __________________
Type of Material: _________________________________ Amount of Recycled Content: __________________
Type of Material: _________________________________ Amount of Recycled Content: __________________
Type of Material: _________________________________ Amount of Recycled Content: __________________
Type of Material: _________________________________ Amount of Recycled Content: __________________
Type of Material: _________________________________ Amount of Recycled Content: __________________
Type of Material: _________________________________ Amount of Recycled Content: __________________
Type of Material: _________________________________ Amount of Recycled Content: __________________
Type of Material: _________________________________ Amount of Recycled Content: __________________
SBSP-IFB PIM-40
ATTACHMENT __E__
Small Business Subcontracting Plan
IFB # ____________
It is the goal of the Commonwealth that over 42% of its purchases be made from small businesses. All potential bidders are required to include this document with their bid response in order to be considered responsive.
Small Business: "Small business (including micro)” means a business which holds a certification as such by the Virginia Department of Small Business and Supplier Diversity (DSBSD) on the due date for bids.
This shall also include DSBSD-certified women- owned and minority-owned businesses and businesses with DSBSD service disabled veteran owned status when they also hold a DSBSD certification as a small business on the bid due date. Currently, DSBSD offers small business certification and micro business designation to firms that qualify.
Certification applications are available through DSBSD online at www.SBSD.virginia.gov (Customer Service).
Bidder Name:
Preparer Name: Date:
Who will be doing the work: □ I plan to use subcontractors □ I plan to complete all work
Instructions A. If you are certified by the DSBSD as a micro/small business, complete only Section A of this form.
B. If you are not a DSBSD-certified small business, complete Section B of this form. For the bid to be considered and the bidder to be declared responsive, the bidder shall identify the portions of the contract that will be subcontracted to DSBSD-certified small business for the initial contract period in relation to the bidder’s total price for the initial contract period in Section B.
Section A If your firm is certified by the DSBSD provide your certification number and the date of certification.
Certification number: Certification Date:
Section B If the “I plan to use subcontractors box is checked,” populate the requested information below, per subcontractor to show your firm's plans for utilization of DSBSD-certified small businesses in the performance of this contract for the initial contract period in relation to the bidder’s total price for the initial contract period. Certified small businesses include but are not limited to DSBSD-certified women-owned and minority-owned businesses and businesses with DSBSD service disabled veteran-owned status that have also received the DSBSD small business certification. Include plans to utilize small businesses as part of joint ventures, partnerships, subcontractors, suppliers, etc. It is important to note that these proposed participation will be incorporated into the subsequent contract and will be a requirement of the contract. Failure to obtain the proposed participation percentages may result in breach of the contract.
SBSP-IFB PIM-40
B. Plans for Utilization of DSBSD-Certified Small Businesses for this Procurement
Subcontract #1
Company Name: SBSD Cert #:
Contact Name: SBSD Certification:
Contact Phone: Contact Email:
Value % (Initial Term): Contact Address:
Description of Work:
Subcontract #2
Contact Name: SBSD Certification:
Contact Phone: Contact Email:
Subcontract #3
Contact Name: SBSD Certification:
Contact Phone: Contact Email:
Subcontract #4
Contact Name: SBSD Certification:
Contact Phone: Contact Email:
Subcontract #5
Contact Name: SBSD Certification:
Contact Phone: Contact Email:
REVISIONS
For Table of Revisions, see Sheet 2.
No. Description Date
COORDINATED:
SUPERVISED:
DESIGNED:
DRAWN:
CHECKED:
PLANS BY:
.d g n
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
and Scour Code:
FHWA Construction
VA.
STATE
UPC No.
Federal Structure No.
Federal Stewardship and Oversight Code:
000000000032153
X031-SE
N/ANFO
Ryan E. Bowen
Chris D. Giles
Chris D. Giles
Lynchburg
STRUCTURAL ENGINEER
LYNCHBURG, VA
VDOT S&B DIVISION
Jason C. Salmon
817 071-0817-6522
Finished grade
Sta. 09+99.58
Back of backwall
Beginning of bridge
Sta. 10+40.25
Back of backwall
End of bridge
Finished grade
Rte. 817 Constr. B
Existing profile along
L
Ordinary High Water
40'-8"
+0.0% Gradient
Edge of stream C r e e k T u r k e y c o c k
To Rte. 932
To Rte. 652
Edge of stream
Face of Rail
Face of Rail
Constr. B
Rte. 817
L
⅝
Sta. 10+00.00 Abutment A End of beams
Sta. 10+39.83 Abutment B End of beams
39'-10"
⅝
90 typ.
o
PLAN
L
Scale: ¼" = 1'-0"
Bridge No. of existing bridge is 6522. Plans are not available.
Mill camber shall be placed up.
values shall meet the requirements given in ASTM A709 for zone 2.
supplemental test S5 for Charpy V-Notch impact testing. Test Rolled beams may be supplied in accordance with ASTM A992 with and shall be hot dipped galvanized.
All structural steel, including bearings, shall be ASTM A709 Grade 50 preservative treated in accordance with the Specifications.
All timber shall be Dense Select Structural Southern Pine and
2014; and VDOT Modifications.
Design: AASHTO LRFD Bridge Design Specifications, 7th Edition, Bridge Specifications, 2020.
Construction: Virginia Department of Transportation Road and
Specifications:
Drainage area: 26 sq. mi.
Capacity: HL-93 loading.
Span layout: 1 - 39'-10" (SS8) steel rolled beam span.
Width: 20'-4" face-to-face of rails.
extent of the applicable laws.
scanned signatures, is illegal. Violators will be prosecuted to the full the VDOT Central Office. Any misuse of electronic files, including The original approved sheet, including original signatures is filed in
GENERAL NOTES:
DESIGN EXCEPTION(S) AND DESIGN WAIVER(S):
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Sheet 1 of 5
311-80 July 6, 2026
PROJ. 071-0817-6522
PITTSYLVANIA CO. - 1.07 MI. S. RTE. 652
OVER TURKEYCOCK CREEK
RTE. 817 (MOUNTAIN DR.)
STATE FORCE BRIDGE REPLACEMENT ON
Date: c 2026, Commonwealth of Virginia
ABUTMENT A ABUTMENT B
DEVELOPED SECTION ALONG RTE. 817 CONSTR. B
ABUTMENT A ABUTMENT B
S S
-1
-1
-2
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
None.
Ryan.Bowen pe_seals_co-Default
TRANSVERSE SECTION
L
S
T
U
W
X
Y
Z
W-Shape
R
A
C
D
E
F
G
VARIABLE VALUE
Not to scale 311-80
DECK SUPERSTRUCTURE
STEEL BEAM WITH TIMBER
GENERAL DETAILS
V
PART SIDE ELEVATION
Wearing surface not shown
B
Skew
S
M
O D
Central Office.
is on file in the standard drawing sealed and signed
A copy of the original
March 10, 2015
On the date of
Lic. No. 033003
Prasad L. Nallapaneni
Sealed and Signed by:
FRAMING PLAN
39'-10"
4'-4"
N/A
N/A
5"
20'-4"
2'-0"
20'-0"
W18x76
1"
4"
12"
N/A
817 071-0817-6522 2
July 2026 2 of 5
CDG
CDG
JCS
5"
Roadway width measured face-to-face of guardrail.
number of beams bridge with odd
X spa. at Y = Z
W
W-Shape typ.
road cross slope
Level or match
LC
typ.
Face of railing
2"
Face of railing
1'-3½" bituminous concrete plant mix
Bituminous surface treatment or
1" typ. at posts typ.
6⅝" locations. See Framing Plan.
Channel at diaphragm post locations. See Framing Plan.
Channel in exterior bays at rail
3" max. average 4½" max. at center 2" max. at ends dressed size 4½" x 9½" Plank floor - 5 x 10, side of splice two fasteners each Typical butt splice, 2'-1¼"
2'-3¾"
2'-1¼"
Date Plan No. Sheet No.Designed:
Drawn:
Checked: ............2026, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
STRUCTURAL ENGINEER
RICHMOND, VA
VDOT S&B DIVISION
-8
.d g n
STRUCTURAL ENGINEER
LYNCHBURG, VA
VDOT S&B DIVISION
2'-1"
L
LC bearing bearingLC
X s p a
Y
Z
Type 1 typ.
Beam 1
Beam 2
Beam 3
U
R
End of beam
4 spa. @ 6'-3" = 25'-0"
9'-4½" 9'-4½"
R
3'-1½" + R 3'-1½" + R
V spacing Diaphragm3'-1"3'-1"
End of beam
12" 2'-1"
Rail post spacing
Connector plate typ. Channel typ.
Flange width + 2"
1¾"
1⅜"
F la n g e t h ic k n e s s
⅜ o/ o/LC cutting 2½" leg
L 3½ x 2½ x ⅜ x 3", ¾" x 9" lag screws - Anchorage TX
(with ⅞" holes for Anchorage TX)
Bearing PL ½ x (flange width + 5½) x 6
TYPE 1 BEARING DETAIL
Timber Abutment Anchorage TX o
D
E a t b e a m
G a t b e a m
X
F a t c e n te r li n e
End of beam
A m in
½
A s c lo s e a s p r a c ti c a l o/
Waterproofing mebrane to be extended to limits shown.
waterproofing product prior to applying waterproofing membrane.
with top timber surface. Treat the exposed hole edges with liquid Drive #4 bar through hole. Size bar length to be approximately flush Drill ½" hole thru centers of timber blocking at 4'-0" spacing.
post rail
R diaphragms and end rail post
3'-1" substructure to back of as possible edge as near Align plank
6" min.
T u c k
C
4" x 10" Backwall Timbers o/
SECTION E-E
DETAIL A
Typ. when stiffener is narrower than flange
¼" + ⅛"¼" + ⅛"
½" + ¼" both ends
Typ. when stiffener is wider than flange
-¼" + ⅛"
½
1" typ.
PL ⅜ x 7¼
PL ⅜ x 6
ALTERNATE POST SECTION
Detail A
Channel typ.
diaphragm line adjacent to bearing PL ½ x 4½ typ. - full depth along oon end diaphragms on bridges with skew angles greater than 20 .
Shown for beam depths = 16", generic to all depths. Use PL ½ x 6
DETAIL FOR DIAPHRAGM LINE ADJACENT TO BEARING
S&BDIV
S&BDIV
S&BDIV
Not to scale
STEEL BEAM WITH TIMBER
DECK SUPERSTRUCTURE
RAILING AND DIAPHRAGM DETAILS
RAILING AND DIAPHRAGM CONNECTION DETAILS
RAILING SYSTEM DETAILS
ALTERNATE DIAPHRAGM DETAILS
PLAN
2"2" 4¼" 4¼"
"LC
¾" x 2½" slot
ELEVATION
2"2" 4¼" 4¼" 2½"
1'-3"
2'-3½"
�x 1⅛" slots section Tubular rail
6-12 See note
Tubular rail section location Alternate post for all nuts Tack weld typical
Washer - see note
½ sleeve, 3" ¾" pipe
SPLICE DETAIL
splice nuts typ.
⅝" w-beam Use standard o/⅝" bolt typ.
TUBULAR RAIL SPLICE DETAILS
required per splice splice nuts - one metal positioner for 16 gauge bent sheet
C
C D
D
B
B
6½"
SECTION B-B TRANSVERSE ELEVATION
6½"
1½" 3½"
⅝
SECTION C-C
SECTION D-D
3½"
8½"
W 8 x 24LC 3¼"
6½" post section alternate W 8 x 24 or reference line Framing Plan holes slotted ¾" x 1½" typ.
¼
W 12 x 35
½
PL 12½ x 6½ x ½
¾
¾
½
¾
¾
¾
¾
½
PL 12½ x 8 x ½
5"
8"
4"
¾ a s p h a lt t h ic k n e s s a t c u r b
¼ a s p h a lt t h ic k n e s s a t c u r b fo r W s e c ti o n
DIAPHRAGM DETAIL FOR W 16 BEAM SECTION DIAPHRAGM DETAIL FOR BEAM SECTION DEPTH > W 24 bearing shall be full depth and welded to bottom flange as shown.
All connector PL's along diaphragm line immediately adjacent to each bolt will include a 1¾" x 3" x �" plate washer or a 2" diameter washer.
may be substituted. The completed splice shall have 16 bolts. Each positioner as shown. Other suitable positioning methods or devices 8 - ⅝" splice nuts shall be tack welded to a bent sheet metal from the standard slots at 6'-3" centers.
additional post mounting slots are to be made in each member 1'-3" member shall be galvanized after fabrication. For tubular rail splice Welds shall be chipped and cleaned and the complete 25' tubular welded 6" at 12" spacing. Continuous seam welding is also acceptable.
25' nominal w-beam sections. Top and bottom seams shall be butt Tubular w-beam rail member is to be fabricated from standard unless otherwise specified.
All connections shall be made with ⅞" high strength ASTM A325 bolts
Notes:
311-80
S S
-3
C
½
1¾" typ.
½ typ.
C 10 x 25 typ.
C 15 x 33.9
1½" typ. 1½" typ.
1¾" typ.
typ.
PL ½ x 4½ typ.
PL ½ x 4½
1¾" typ.
⅝ p o s t)
⅛ ra il
6-12
⅝" A307 bolt hex or button head
LC
o/2 - 1½" washers sleeve 3" long. Use ¾" nominal pipe
E
W 8 x 24 or alternate post section
6⅝" +
6-12
E
½
Detail A �typ.
C 12 x 25 typ.
PL ½ x 4½ welded to tubular shape (Texas T-6) 2 - 12 gauge w-beam members
1½" typ.
owith skew angles greater than 20 .
Use PL ½ x 6 on end diaphragms on bridges
For beam section = W 16 or > W 24, see Alternate Diaphragm Detail.
½ f o r W s e c ti o n
2¾" typ.
-1
-2
Central Office.
is on file in the standard drawing sealed and signed
A copy of the original
March 10, 2015 On the date of Lic. No. 033003
Prasad L. Nallapaneni Sealed and Signed by:
Clip channel legs as required by skew
817 071-0817-6522 3
Date Plan No. Sheet No.Designed:
Drawn:
Checked: ............2015, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
STRUCTURAL ENGINEER
RICHMOND, VA
VDOT S&B DIVISION
-8
.d
VDOT S&B DIVISION
July 2026
S&BDIV
NO SKEW SKEWED
Not to scale
BUTT SPLICE PLAN
311-80
STEEL BEAM WITH TIMBER
DECK SUPERSTRUCTURE
TIMBER ATTACHMENT DETAILS
a t b u t t s p l i c e f o r b o l t s a t b u t t s p l i c e f o r b o l t s
SKEWED
NO SKEW
PLANK FLOOR PART PLAN
number of beams bridge with odd top flange
Edge of top flange
Edge of
LC LC
number of beams bridge with even number of beams bridge with oddLC
LC
number of beams bridge with even t y p t y p
Railing without curb
Railing with curb
S S
Beam
⅝" bridge lug
Hammer points into wood
TIMBER ATTACHMENT DETAIL
o/
Self-locking nut
As close as practical t y p before installing bolt.
approved preservative Treat hole with turn while tightening.
sized so bolt cannot Bore hole with bit membrane Waterproofing membrane Waterproofing
WATERPROOFING DETAIL
WITH CURB WITHOUT CURB
t y p self-locking nut with slotted head and ⅝" x 7" bridge bolt
See Notes timber cut Longitudinal
Longitudinal timber cut timber cut Longitudinal
1⅜" 1⅜"
2¾"
⅜"
⅝"
¼"
B
�" square
BRIDGE LUG DETAIL
Edge Emay be reversed if necessary Draft indicated for either edge set normal to line A and to line B Slotted hole must clear a ⅝" bolt
C u rv e
A
C u rv e
A
⅜"⅜"
A
Edge E
Slight adjustments in direction will limit the possibility of damage.
turns of the front wheel can cause tears in or wrinkle the material.
Whether paving with a motor grader or other equipment, drastic surface treatment. Exercise caution prior to the overlay placement.
The overlay can be a bituminous concrete plant mix or a bituminous the lagging as shown in the Part Side Elevation on sheet 2.
When timber lagging is used, extend the waterproofing material over approved by the District Bridge Engineer.
PETROTAC or similar self adhering products may also be used when adhere the material as with a bitumen plant mix.
area except where the heat from the overlay will be sufficient to lifted with a heated trowel and resealed by lightly torching the seam all seams for full and uniform adhesion. Un-adhered seams shall be secured, heat the top side along the lapped areas and ends. Check longitudinal cuts are made to clear rail posts. After the material is of waterproofing membrane to the sides of timber planks where as seen in the WaterProofing Detail and adhere additional pieces the beam ends approximately 1" below the bottom edge of the deck directed by the District Bridge Engineer, extend the material over secured to the timbers using 1¼" roofing nails. Unless otherwise a slight sheen. Each run shall lap 3" to 4" with the adjacent run and lap area of the previously installed run until the compound exhibits uniformly across the exposed back surface of the membrane and the are rolled out using a propane torch. The flame shall be applied similar material shall be heated slightly on the bottom side as they Torch Smooth material, CertainTeed Flintlastic Modified Bitumen or Prior to curb installation or surfacing the deck, sheets of Rubberoid and overlay.
The timber deck shall be protected with a waterproofing membrane
Waterproofing membrane and overlay:
Bridge Lugs shall conform to the requirements of ASTM A123.
shall conform to the requirements of ASTM A153. Galvanizing for the Section 233 of the Specifications. Galvanizing for the Bolts and Nuts Bolts, Bridge Lugs, and Nuts shall be galvanized in accordance with the lieu of each self locking nut.
self-locking. One square nut with bridge lock nut may be used in Nuts shall conform to the requirements of ASTM A563 and shall be curved surface "A" shall be parallel to edge "E".
permissible in the hole and on all edges of the lug. Parallel elements in 225.02(a) of the Specifications. Draft as necessary in forging is the requirements of ASTM A668, Class D, in accordance with Section Bridge Lugs are to be made by forging from steel and shall conform to with four (4) fins located directly under the head.
(slotted) having a head diameter of 2½" and a head thickness of �" with Section 226.02(g) of the Specifications. Bolts shall be dome head Bolts shall conform to the requirements of ASTM A307 in accordance may be necessary.
of the beam flange and properly tightening the nut. Retightening extreme care in correctly locating the hole with respect to the edge The essential anti-rattle results can be obtained only by exercising for the floor fasteners on any one plank.
as the change over point to the opposite edge of the beam flange Use the center beam (or beam space if an even number of beams) beam flange on adjacent planks.
the floor fasteners from the inside edge to the outside edge of the In order to obtain the necessary stiffening of the beams, alternate from the skewed layout would eliminate the need for butt splicing.
placed perpendicular to the beams where the reduction in plank length waterproofing. The District Bridge Engineer may direct flooring to be and the cut ends treated with a wood preservative prior to installing flooring is laid on skew, the ends shall be trimmed parallel to the beams the post supports shall be placed square to the beams. When the If skewed, the flooring shall be laid parallel to the substructure and beam will not be permitted.
of five beam spaces. Butt splicing of adjacent planks on the same beams provided each piece of timber is continuous across a minimum splicing of alternate planks will be permitted only on the centerline of Where bridge width results in plank lengths greater than 32 feet, butt feet, the planks shall not be butt spliced (i.e. shall be continuous).
Where bridge width results in plank lengths less than or equal to 32
Specifications.
All timber shall be preservative treated in accordance with the
Notes:
-1
-2
Central Office.
is on file in the standard drawing sealed and signed
A copy of the original
March 10, 2015 On the date of Lic. No. 033003
Prasad L. Nallapaneni Sealed and Signed by:
817 071-0817-6522 4
Date Plan No. Sheet No.Designed:
Drawn:
Checked: ............2015, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
STRUCTURAL ENGINEER
RICHMOND, VA
VDOT S&B DIVISION
-8
.d
VDOT S&B DIVISION
Sta. 10+40.21 Back of backwall End of bridge
July 2026
STEEL BEAM WITH TIMBER
DECK SUPERSTRUCTURE
311-80
TERMINATION DETAILS
Not to scale
B
4 spa. @ 1'-6¾" = 6'-3" 4 spa. @ 3'-1½" = 12'-6" end treatment
GR-2 or terminal
Min. 4 spaces
2'-1"
TERMINATION DETAIL
Standard w beam guardrail
4'-1" min., 6'-3" max.
ELEVATION
PLAN
Face of railing (Texas T-6)
1" typ. on roadway on bridge
1¾" typ.
LC end post
Approach guardrail
PLAN
6-12 See note
2" 2" 4¼"4¼"
¾" x 2½" slot
GUARDRAIL - TUBULAR RAIL SPLICE
ELEVATION
section
Tubular rail
LC � x 1⅛" slots one set inside the other Two sections of standard w beam obtain recommendations.
Standards, contact the Location and Design Special Design Section to shown. When railing cannot be terminated as per the Road and Bridge Refer to Road and Bridge Standards, Section 500, for all details not bolt will include a 1¾" x 3" x �" plate washer or a 2" diameter washer.
may be substituted. The completed splice shall have 16 bolts. Each positioner as shown. Other suitable positioning methods or devices 8 - ⅝" splice nuts shall be tack welded to a bent sheet metal from the standard slots at 6'-3" centers.
additional post mounting slots are to be made in each member 1'-3" member shall be galvanized after fabrication. For tubular rail splice Welds shall be chipped and cleaned and the complete 25' tubular welded 6" at 12" spacing. Continuous seam welding is also acceptable.
25' nominal w-beam sections. Top and bottom seams shall be butt Tubular w-beam rail member is to be fabricated from standard
Notes:
-1
-2
Central Office.
is on file in the standard drawing sealed and signed
A copy of the original
March 10, 2015 On the date of Lic. No. 033003
Prasad L. Nallapaneni Sealed and Signed by:
817 071-0817-6522 5
S&BDIV
S&BDIV
S&BDIV
Date Plan No. Sheet No.Designed:
Drawn:
Checked: ............2015, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
STRUCTURAL ENGINEER
RICHMOND, VA
VDOT S&B DIVISION
-8
.d
VDOT S&B DIVISION
July 2026
Date Plan No. Sheet No.
Designed:
Drawn:
Checked: ............2026, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
A b u tm e n tA .d
311-80
LYNCHBURG, VA
VDOT S&B DIVISION
8'-0" 8' -0
30 typ.
o
30 typ.
o
6'-2" 6' -2
817 071-0817-6522
4'-8" 4'-8" 4'-8"2'-4" 2'-4" 1'-6" 1'-6"
12"
2'-4" 4'-8" 4'-8"
21'-8"
ABUTMENT A
ABUTMENT A
ABUTMENT A
Scale: ½" = 1'-0"
4'-8"
DETAILS
ABUTMENT A
CDG
July 2026
2'-4"
12"
10'-2"
20'-4"
10'-2"
21'-8"
CDG
JCS
Proposed Piles (typ.)
6- 12" Diameter
Existing Piles (typ.)
3- 12" Diameter
Existing Centerline
Date Plan No. Sheet No.
Designed:
Drawn:
Checked: ............2026, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
A b u tm e n tB .d
311-80
817 071-0817-6522
8'-0" 8' -0
6'-2" 6' -2
4'-8" 4'-8" 4'-8"2'-4" 2'-4" 1'-6" 1'-6"
12"
21'-8"
ABUTMENT B
ABUTMENT B
ABUTMENT B
2'-4"4'-8"4'-8"4'-8"2'-4"
Scale: ½" = 1'-0"
DETAILS
ABUTMENT B
CDG
CDG
JCS July 2026
12"
30 typ.
o
30 typ.
o
Proposed Piles (typ.)
6- 12" Diameter
Existing Piles (typ.)
3- 12" Diameter
10'-2"
20'-4"
10'-2"
21'-8"
STRUCTURAL ENGINEER
LYNCHBURG, VA
VDOT S&B DIVISION
Existing Centerline
| ATTACHMENT Name of Manufacturer and Shipping Point (1) |
| ATTACHMENT Normal and Emergency Contacts (1) |
| NORMAL AND EMERGENCY CONTACTS |
| Solicitation # ___________ |
| ATTACHMENT Plastic Materials Content (1) |
| ATTACHMENT State Corporation Commission Form (1) |
| Failure to complete and return this attachment may result in your bid being deemed NON-RESPONSIVE. |
| -OR- |
| ITEM NUMBERS: |
| MANUFACTURER: |
| ADDRESS: |
| SHIPPING POINT: |
| BID LINES_2: |
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| undefined_2: |
| SHIPPING POINT_2: |
| BID LINES_3: |
| ITEM NUMBERS_3: |
| MANUFACTURER_3: |
| ADDRESS_3: |
| undefined_3: |
| SHIPPING POINT_3: |
| ATTACHMENT: |
| Solicitation: |
| Send Contracts To Bidders NameTitle: |
| Primary Phone Number: |
| Bidders Mailing Address: |
| Email Address: |
| Contact Persons Name: |
| Cellular Telephone Number: |
| Telephone Number Normal Work Hours: |
| Telephone Number After Work Hours: |
| Fax Number: |
| Email Address_2: |
| Contact Persons Name_2: |
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| Cellular Telephone Number_3: |
| Telephone Number Normal Work Hours_3: |
| Telephone Number After Work Hours_3: |
| Fax Number_3: |
| Email Address_4: |
| BID LINES: |
| The bidder: |
| is a corporation or other business entity with the following SCC identification number: |
| OR: Off |
| is not a corporation limited liability company limited partnership registered limited liability partnership or: Off |
| is an outofstate business entity that does not regularly and continuously maintain as part of its ordinary and: Off |
| is an outofstate business entity that is including with this bid an opinion of legal counsel which accurately and: Off |
| undefined: |
| None of the materials offered contain plastic: Off |
| None of the plastic materials offered contain recycled materials: Off |
| Some or all of the plastic materials offered contain recycled materials Specify the amount of: Off |
| Type of Material: |
| Amount of Recycled Content: |
| Type of Material_2: |
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| Type of Material_10: |
| Amount of Recycled Content_10: |
| IFB: |
| Bidder Name: |
| Preparer Name: |
| Date: |
| I plan to use subcontractors: Off |
| I plan to complete all work: Off |
| Certification number: |
| Certification Date: |
| Company Name: |
| SBSD Cert: |
| Contact Name: |
| SBSD Certification: |
| Contact Phone: |
| Contact Email: |
| Value Initial Term: |
| Contact Address: |
| Description of Work: |
| Company Name_2: |
| SBSD Cert_2: |
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| SBSD Certification_2: |
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| Value Initial Term_2: |
| Contact Address_2: |
| Description of Work_2: |
| Company Name_3: |
| SBSD Cert_3: |
| Contact Name_3: |
| SBSD Certification_3: |
| Contact Phone_3: |
| Contact Email_3: |
| Value Initial Term_3: |
| Contact Address_3: |
| Description of Work_3: |
| Company Name_4: |
| SBSD Cert_4: |
| Contact Name_4: |
| SBSD Certification_4: |
| Contact Phone_4: |
| Contact Email_4: |
| Value Initial Term_4: |
| Contact Address_4: |
| Description of Work_4: |
| Company Name_5: |
| SBSD Cert_5: |
| Contact Name_5: |
| SBSD Certification_5: |
| Contact Phone_5: |
| Contact Email_5: |
| Value Initial Term_5: |
| Contact Address_5: |
| Description of Work_5: |
File details come from the government source that posted it. Updated .