16-26-07 Structure Specs.pdf
PDF 28 MB Posted
- Attached to
- Traffic Signal Repair Parts - CK04 COOP
- Solicitation number
- BC-BID-26-07 CK04 COOP
- Issued by
- Bergen County, New Jersey
About this file
This is a structural specifications document from the New Jersey Department of Transportation for traffic signal repair parts under contract BC-BID-26-07, a 12-month supply agreement commencing upon award. The document provides detailed technical specifications and engineering drawings for various structural components including lighting standards, transformer bases, mounting adapters, yokes, and related hardware. The specifications cover multiple item numbers (S-201 through S-246 and U-637) with detailed dimensional requirements, material compositions, and assembly instructions. Key materials specified include aluminum alloy tubes (6063-T6 and 6061-T6), stainless steel fasteners, and fiberglass components with UV inhibitors. All structural assemblies must meet 2001 AASHTO (American Association of State Highway and Transportation Officials) standards for structural supports for highway signs, luminaires, and traffic signals, with design criteria including an 80 MPH wind speed and 1.3 gust factor. Specific installation requirements address breakaway criteria, ground studs, hand holes, and vibration damping mechanisms.
The document establishes comprehensive manufacturing and certification requirements for all supplied components, including mandatory compliance with dimensional tolerances (typically ±0.5 inches for castings), material grade specifications, and finish standards such as satin ground finishes for aluminum and bituminous paint coatings for transformer base undersides. Vendors must supply all necessary hardware and installation instructions as part of their deliverables. The specifications reference additional engineering drawings (L-21, L-01, L-1807) and include provisions for alternate materials and installation methods where approved. No pricing terms, set-asides, or funding information are contained within this technical specification document, which serves primarily as the engineering standard for evaluating bid submissions and ensuring quality control of supplied traffic signal repair parts.
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Text version
BC-BID-26-07
STRUCTURE SPECS
Item# S-204
Item# S-201
#384
Item # 193,198,198,384
ITEM#'s S-201, S-204, S-205
Item# S-205 jsacchinelli Highlight jsacchinelli Highlight jsacchinelli Highlight jsacchinelli Highlight
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ELECTRICAL DETAILS
BASE PART No. TB-17 (BREAKAWAY)
LIGHTING ALUMINUM TRANSFORMER
ATTACH DOOR TO BASE WITH AN APPROVED VANDAL RESISTANT
LOCKING DEVICE USING A �" OR �" STN. STL. GRADE B8 SOCKET
HD. CAP SCREW. AS AN ALTERNATE, A FIBERGLASS DOOR WITH
UV INHIBITERS MAY BE UTILIZED.
HOLE SHALL BE OF SUFFICIENT DIAMETER TO ACCEPT 1" DIAMETER BOLTS.
SHOWN MEET REQUIREMENTS AS SET FORTH BELOW OR AS OTHERWISE
INDICATED ON DRAWING. ALUMINUM CASTINGS, PERMANENT OR SAND MOLD FOR
TRANSFORMER BASE TRADE DESIGNATION 356-T6.
ALL DIMENSIONS OF CASTINGS SHALL BE + �".
UNDERSIDE OF TRANSFORMER BASE SHALL BE COATED WITH BITUMINIOUS PAINT.
THE LIGHTING STANDARD ASSEMBLY MUST BE CERTIFIED TO MEET 1985 AASHTO
BREAKAWAY CRITERIA FOR STRUCTURAL SUPPORTS UTILIZING A TYPE APPROVED
TRANSFORMER BASE.
DIAGRAM IS FOR METHOD OF INSTALLATIOIN.
THE MANUFACTURER SHALL SUPPLY ALL OTHER HARDWARE WHICH HE DEEMS
NECESSARY TO INSTALL THE BASE AS WELL AS INSTRUCTION FOR INSTALLATION.
1.
2.
3.
4.
5.
6.
7.
8.
9.
NOTES
9�"
9�"
15�"
M
IN
ELEVATION
PLAN VIEW OF BASE
1 �" TYP.
15" DIA. BOLT CIRCLE
SEE NOTE 5
12" DIA. B.C.
11" DIA. B.C.
TOP VIEW
ACCESS DOOR UV RESISTANT
TYPE ABS PLASTIC DOOR
STEEL GRAY COLOR
�" MINIMUM THICKNESS
SEE NOTE 1
A 4" LETTER "L" �" THICK SHALL
BE STENCILED WITH BLACK PAINT
ON THE OUTSIDE OF THE BASE
OPPOSITE THE DOOR SIDE.
GROUND STUD OPPOSITE DOOR.
SEE DETAIL "A" OR ALTERNATE DETAIL "B"
.15" THICK NOMINAL
13�"
(2) - �" - FLAT WASHERS
�" - LOCK WASHER
WALL OF TRANSFORMER BASE
OPPOSITE DOOR
�" - STN. STL. LOCK WASHER
ALTERNATE DETAIL "B"
GROUND STUD DETAIL
OPPOSITE DOOR OPENING
GROUND STUD DETAIL
OPPOSITE DOOR OPENING
DETAIL "A"
�" - STN. STL. FLAT WASHER (2)
DRILL AND TAP �" - 20NC-2
�" - 20NC-2 STN. STL.
RD. HD. MACH. SCREW
�" - 20NC-2 SOC. HD.
MACH. SCREW
�" - 20NC-2 NUT
�" - 20NC-2 NUT
(2) �" - 20NC-2
STN. STL. HEX NUT
MOUNTING CLIP 1" X 1" X �"
6061-T6 AL. ALLOY
DRILLED & TAPPED
�" - 20NC-2
STN. STL. HEX HEAD BOLT
SEE NOTE 8
1" DIA. STN. STL. PLAIN FLATWASHER
SHOE BASE
BOLTING DETAIL
R E
F E
R E
N C
E
13�" - 14�"
N.T.S.
FURNISH CERTIFICATIONS THAT ALUMINUM ALLOY AND TEMPER
DESIGN AND MANUFACTURE ACCORDING TO THE 2001 AASHTO STANDARD
SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES
AND TRAFFIC SIGNALS. UTILIZE APPENDIX C OF THE SPECIFICATIONS FOR
IDENTIFICATION OF LOADING CRITERIA. DESIGN WIND SPEED IS 80 MPH. DESIGN
FOR FATIGUE IS WAVED.
B D
C D
L-2107
ITEM# S-203
A.
B.
C.
NOTES:
ABOVE THE FENCE. A FIBERGLASS HANDHOLE
COVER SHALL BE USED. IT MUST BE MODIFIED
NEW JERSEY DEPARTMENT OF TRANSPORTATION
ELECTRICAL DETAILS
D.
E.
FOR UV RESISTANCE. GROUND STUD (SEE L-01)
SHALL BE INSTALLED OPPOSITE HAND HOLE.
STAINLESS STEEL
11" DIA. BOLT CIRCLE
12" DIA. BOLT CIRCLE
R
R
1�" X 1�" SLOTTED
HOLES
M
I N
S Q
U A
R E
M
I N
�" MIN.
SHOE BASE DETAIL
D
I A
S
T R
A I G
H T
S H
A F
T
T
A P
E R
T A
P E
R
"1
M
IN
S H
A F
T
11" TO 12" BOLT CIRCLE
SHOE BASE
ALUM. ALLOY TUBE 6063-T6
SATIN GROUND FINISH
�" DIA. STN. STL. THRU BOLT, HEX NUT,
& LOCK WASHER (FIELD DRILL @ ASSY.)
INTERNAL VIBRATION DAMPER TO
BE INSTALLED PER MANUFACTURER
SPECIFICATION
LIMIT OF TAPER
SEE ADAPTER DETAIL
MAX. LUMINAIRE SIZE
SHAFT DIMENSIONS
TAPER
MIN. WALL
THICKNESS
LENGTH
WEIGHT
PROJ. AREA
SQ. FT.
8 X 6 42’ 100# 3.8
SCHEDULE 2
D
I A
S
T R
A I G
H T
S H
A F
T
11" TO 12" BOLT CIRCLE
SHOE BASE
LIMIT OF TAPER
SEE ADAPTER DETAIL
MAX. LUMINAIRE SIZE
SHAFT DIMENSIONS
TAPER
MIN. WALL
THICKNESS
LENGTH
WEIGHT
PROJ. AREA
SQ. FT.
8 X 6 100# 3.8
D I M
E N
S I O
N S
F O
R V
A R
I O
U S
T Y
P E
S S
H O
W N
I N
S C
H E
D U
L E
T
A
L U
M I N
U M
A L
L O
Y S
A T
I N
G R
O U
N D
F I N
I S
H
D
I A
T
O
D
I A
T
A P
E R
S H
A F
T
HAND HOLE, SEE NOTE "E"
I.D.
8 X 6
8 X 6
8 X 6
37’
37’ 100# 3.8
22’
22’
60#
60#
3.0
3.0
SCHEDULE 1
60#
S T
R A
I G
H T
T A
P E
R
E
X T
E N
S I O
N
SEE ADAPTER DETAIL
TAPERED ALUM. ALLOY TUBE 6063-T6
.188" WALL SATIN GROUND FINISH
FRICTION RING, 9" DIA. O.D.
.312" WALL ALLOY 6063-T6
(2) �" - 13NC X 10" LG. STN. STL. THRUBOLTS
WITH HEX. NUTS AND WASHERS (FIELD DRILLED)
9" O.D.
9" O.D.
-1/32 8�"
+0 O.D.
-1/32 8�"
+0 O.D.
TRANSFORMER BASE,
FOR DETAILS SEE
DRAWING L-21
INTERNAL VIBRATION DAMPER
TO BE INSTALLED PER
MANUFACTURER SPECIFICATION
TAPERED ALUM. ALLOY TUBE 6063-T6
SATIN GROUND FINISH
6" O.D.
SCHEDULE 3
MAX. LUMINAIRE SIZE
SHAFT DIMENSIONS
TAPER
MIN. WALL
THICKNESS
LENGTH
WEIGHT
PROJ. AREA
SQ. FT.
9 X 6 6’-6" 60# 3.0
9 X 6 6’-6" 60# 3.0
( SEE SCHEDULE 3 )
IDENTIFICATION TAG
SEE DRAWING L-01
TRANSFORMER BASE,
FOR DETAILS SEE DRAWING L-21
1.00"
.50"
45 TYP.
.56" DIA. (2) PLCS
END DETAIL
ROTATED 90 1
.25" 18.00"
1.50" R TYP.
MATERIAL:
YOKE DETAIL
4.25"
2.125"
.69" DIA.
.43" DIA. (4) PL’S
1.75"
.875"
.75"
.875"
FURNISH WITH EACH YOKE
�" I.D. X �" O.D. X 16 GA.
DRILL & TAP #10-24UNC-2B (2) PL’S
18-8 STN. STL. FULL THD.
18-8 STN. STL.
18-8 STN. STL.
6.125" I.D.
6.50" O.D.
ALUM. TUBE
6063-T6
SECTION A-A
4.25"
2.13"
.69" DIA.
.43" DIA. (4) PL’S
MOUNTING ADAPTER
A A
A POSITIVE LOCKING DEVICE SHALL BE PROVIDED FOR VERTICAL
ADJUSTMENT SUCH THAT WIND LOAD OF 80 MPH WITH A 1.3 GUST FACTOR
WILL NOT AFFECT THE VERTICAL POSITION OF THE LUMINAIRE.
7.00" DIA.
.375" ALUM. PLATE
6061-T6
THE YOKE SHALL BE DESIGNED TO BE INSTALLED ON MOUNTING ADAPTER.
STN. STL. SET SCREWS
FURNISH WITH EACH ADAPTER
NOTE:
�" THK. AL. PAD
ALTERNATE
AFTER WELDING
�" - 16NC-2
DRILL & TAP
�" - 16NC-2 X 1" LG.
SQ. HD. CUP PT. SET
SCREW PER ASTM 193
GR B8 ST. ST. PASS.
SEE ALTERNATE
316 STAINLESS STEEL
.25"
�" -16 X 1�" HEX HD. MACH. SCR.
�" -16 HEX STOP NUT, NYLON INSERT
WELD (3) �" -16UNC ALUM.
NUTS OVER .43" DIA. HOLES
@ 120 INTERVALS
(3) �" -16UNC X 1" SQ. HD. CUP PT.
(3) �" -16UNC STN. STL. JAM NUTS
.250"
.250"
.188"
.188"
.250" .188"
.188"
N.T.S.
EXTENSION KE
TRAFFIC SIGNAL STANDARD K
LIGHTING STANDARD
N.J. STANDARD N.J. STANDARD N.J. STANDARD
LIGHTING STANDARD ALUMINUM
L-1807 B D
C
D
F.
G. DO NOT INSTALL STANDARD WITHOUT ARM.
DESIGN AND MANUFACTURE ACCORDING TO THE
2001 AASHTO SPECIFICATIONS FOR STRUCTURAL
SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND
TRAFFIC SIGNALS. UTILIZE APPENDIX C OF THE
SPECIFICATIONS FOR IDENTIFICATION OF LOADING
CRITERIA. DESIGN WIND SPEED IS 80 MPH. FOR
FATIGUE IS WAVED.
ITEM# S-207
ITEM#
S-214
ITEM#
S-215
ITEM# S-216
ITEM#'s S-214, S-215, S-216 jsacchinelli Highlight jsacchinelli Highlight jsacchinelli Highlight jsacchinelli Highlight
ITEM#
S-219
ITEM# S-220
Item # 205,213,214
ITEM#'s S-219 & S-220 jsacchinelli Highlight jsacchinelli Highlight jsacchinelli Highlight jsacchinelli Highlight jsacchinelli Highlight
ITEM#'s S-223, S-224, S-225, S-226
ITEM# U-637
ITEM #'s S-223, S-224, S-225, S-226 & U-637 jsacchinelli Highlight jsacchinelli Highlight
ITEM#'s S-227, S-228, S-229, S-230 S-231, S-232, S-233, S-234
#S-227
#S-228
#S-230
#S-231
#S-232
#S-233
#S-234
#S-229 jsacchinelli Highlight jsacchinelli Highlight jsacchinelli Highlight jsacchinelli Highlight jsacchinelli Highlight jsacchinelli Highlight jsacchinelli Highlight
#229 #231
#230 #228 #227
#233
#232 #234 #235
ITEM#'s S-238, S-239, S-240, S-241, S-242, S-243, S-244, S-245, S-246
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