Group #37829 IFB #23055 - Attachment 08: Nucor … · nucor steel, marion inc. 1 4 4 6 posts shall...
9
ISSUED UNDER EFFECTIVE: 05/02/2006 THESE DETAILS ARE SKETCH DRAWINGS AND ARE NOT TO SCALE EB 06-021 TABLE 1 : POST PROPERTIES & DIMENSIONS MOMENT * 2.00 lb/ft 0.56 0.16 0.20 1.462 3.062 1.278 0.122 0.105 1092 ft-lbs A B C D E A B E C D EMBEDMENT DETAILS 3 3 3 FLAT LAP-SPLICE MODERATE STEEP YES YES YES NO NO NO POST SIZE EMBEDMENT TYPE SOIL SLOPE S - 1 NON-PLASTIC (MED TO VERY COMPACT) SOIL DESCRIPTION S - 2 NON-PLASTIC (LOOSE TO VERY LOOSE) MIN. EMBEDMENT SOIL p SOIL p SIGN POSTS SHALL BE PUNCHED THEIR FULL LENGTH WITH 3/8" d HOLES ON 1" CENTERS. MIN. EMBEDMENT S-2 INCLUDES UNIFORM SANDS WHICH EXHIBIT PENETRATION VALUES OF LESS THAN 9 BLOWS PER FOOT USING A 300 LB. DROP HAMMER. BEACH SANDS ARE INCLUDED IN THIS CATEGORY 2 4 I (in ) 3 S (in ) ALL GALVANIZING AND GALVANIZING REPAIRS SHALL BE DONE IN ACCORDANCE WITH y719-01,TYPE III. 4.00 lb/ft 1.11 0.47 0.47 1.968 3.500 1.336 0.272 0.143 2615 ft-lbs 0.84 3.00 lb/ft 0.38 0.34 1.881 3.500 1.336 0.185 0.126 1904 ft-lbs 2.50 lb/ft 0.70 0.21 0.25 1.516 3.062 1.278 0.176 1394 ft-lbs 0.117 2.75 lb/ft 0.76 0.23 0.27 1.536 3.062 1.278 0.196 1512 ft-lbs 0.121 3 3 3 NOTE: THREE POSTS ALLOWED WITHIN 7 FT SWATH THREADED BAR SPACER 3/4 x 3/8 x 5" LONG SILVER-COLORED, USE ON 2.75 LB/FT AND LIGHTER POSTS 3/4 x 1/2 x 5" LONG GOLD-COLORED, USE ON 3.00 LB/FT AND HEAVIER POSTS INSTALL ON BOLT SHANKS TORQUE APPROX. 20 FT-LBS. BASE POST LENGTH, L BOLT HOLES AT 1" FROM EDGE 12 x 6 x 6" DEEP 1/8" THICK STEEL SOIL PLATE MOUNTING HEIGHT CENTROIDAL AXIS OF SIGN PANEL ASSEMBLY 4" MAX. STUB PROJECTION 5 TO 6" OVERLAP BASE POST SIGN POST TABLE 2: MAXIMUM NUMBER OF POSTS WITHIN 7 FT. SWATH MAX NO. OF POSTS MAX NO. OF POSTS BASE POSTS SHALL BE DRIVEN TO 38" MINIMUM EMBEDMENT (SEE TABLE 2 ); A MAXIMUM OF 4" MAY PROTRUDE ABOVE THE SURROUNDING GROUND SURFACE. REDUCE MOMENT CAPACITY BY 25% TO ACCOUNT FOR TORSION EFFECTS IN OPEN CROSS-SECTION SINGLE POST INSTALLATIONS. * LAP SPLICE NUTS AND BOLTS SHALL BE M180, WITH AN ULTIMATE TENSILE STRENGTH OF 180 KSI, MIN. BASE POSTS DAMAGED OR DEFORMED IN THE SPLICE CONTACT AREA SHALL BE REPAIRED OR REPLACED A.O.B.E. AT NO ADDITIONAL COST TO THE STATE. DRIVE CAPS ARE REQUIRED. BASE POSTS SHALL BE PUNCHED WITH A MINIMUM OF THIRTY-SIX 3/8" d HOLES ON 1" CENTERS (TO ACCOMODATE OPTIONAL SOIL PLATE) WITH THE FIRST HOLE 1" FROM THE TOP. SIGN POST IF LESS THAN 3/4" USE 2ND & 6TH HOLES INSTEAD OF 1ST & 5TH IF LESS THAN 3/4" USE 2ND & 6TH HOLES INSTEAD OF 1ST & 5TH 5/16" HEAD BOLT NUTS AND HEAVY DUTY LOCK WASHERS (OR GRADE C FLANGED LOCKNUTS) 5/16"- 18 UNC x 1.5" HEX HEAD BOLT AND FLAT WASHER TORQUE 20 FT-LBS. SOIL SLOPES HORIZONTAL 1 2 3 4 5 UNSTABLE STEEP MODERATE FLAT VERTICAL 1 AREA (in ) 38 54 60 60 60 60 BASE POST EMBEDMENT DEPTH 38" MINIMUM VARIES WITH SLOPE SEE TABLE 2 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REVISION: , DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED 05-MAY-2006 14:21 FILE NAME = DATE/TIME = USER = afrank IP_PWP:dms61672\MARION_E_STD1_SHEET1.DGN SHEET OF MATERIALS DETAILS FOR TYPE A SIGN SUPPORTS MD645E-MRB-01 U CHANNEL SIGN SUPPORTS NUCOR STEEL, MARION INC. 4 1 4 6 POSTS SHALL BE PRODUCED FROM HIGH STRENGTH BILLET STEEL, GRADE 80-SP. CHEMICAL PROPERTIES OF THE STEEL SHALL CONFORM TO ASTM A-1 AND PHYSICAL PROPERTIES SHALL CONFORM TO ASTM A-499 (SEE TABLE 1 ). POSTS SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A-123. SPLICE HARDWARE SHALL BE AS SUPPLIED OR RECOMMENDED BY THE MANUFACURER, EITHER ZINC-PLATED PER ASTM B-633 (MINIMUM 0.315 MIL COATING THICKNESS) OR CADMIUM PLATED ACCORDING TO ASTM B-766 (CLASS B). THE GEOTECHNICAL ENGINEERING BUREAU AND THE STRUCTURES DIVISION SHOULD BE CONTACTED WHEN A POST IS TO BE PLACED IN A PLASTIC (SOFT CLAY OR ORGANIC) DEPOSIT, OR WHEN THE GROUNDWATER ELEVATION IS WITHIN THE MINIMUM EMBEDMENT. AN S-1 SOIL CONDITION SHOULD BE ASSUMED. S-1 INCLUDES SANDS, GRAVELS AND SILTS (AND THEIR MIXTURES) WHICH EXHIBIT PENETRATION VALUES OF 9 OR MORE BLOWS PER FOOT USING A STANDARD 300 LB. DROP HAMMER AND AN 18 INCH FALL. SHOULDER MATERIALS ARE INCLUDED IN THIS CATEGORY. 7 FT. MAX STANDARD CAPACITY Group #37829 IFB #23055 - Attachment 08: Nucor Steel, Marion Inc.
Transcript of Group #37829 IFB #23055 - Attachment 08: Nucor … · nucor steel, marion inc. 1 4 4 6 posts shall...
ISSUED UNDER
EFFECTIVE:
05/02/2006
THESE DETAILS ARE SKETCH DRAWINGS AND ARE NOT TO SCALE
EB 06-021
TABLE 1 : POST PROPERTIES & DIMENSIONS
MOMENT *
2.00 lb/ft 0.56 0.16 0.20 1.462 3.062 1.278 0.122 0.105 1092 ft-lbs
A B C D E
A
B
E
C
D
EMBEDMENT DETAILS
3
3
3
FLAT
LAP-SPLICE MODERATE
STEEP
YES
YES
YES
NO
NO
NO
POST
SIZE
EMBEDMENT
TYPE
SOIL
SLOPE
S - 1
NON-PLASTIC
(MED TO VERY COMPACT)
SOIL DESCRIPTION
S - 2
NON-PLASTIC
(LOOSE TO VERY LOOSE)
MIN.
EMBEDMENTSOIL p SOIL p
SIGN POSTS SHALL BE PUNCHED THEIR FULL LENGTH WITH 3/8" d HOLES ON 1" CENTERS.
MIN.
EMBEDMENT
S-2 INCLUDES UNIFORM SANDS WHICH EXHIBIT PENETRATION VALUES OF LESS THAN 9 BLOWS PER
FOOT USING A 300 LB. DROP HAMMER. BEACH SANDS ARE INCLUDED IN THIS CATEGORY
2 4
I
(in )3
S
(in )
ALL GALVANIZING AND GALVANIZING REPAIRS SHALL BE DONE IN ACCORDANCE WITH y719-01,TYPE III.
4.00 lb/ft 1.11 0.47 0.47 1.968 3.500 1.336 0.272 0.143 2615 ft-lbs
0.843.00 lb/ft 0.38 0.34 1.881 3.500 1.336 0.185 0.126 1904 ft-lbs
2.50 lb/ft 0.70 0.21 0.25 1.516 3.062 1.278 0.176 1394 ft-lbs0.117
2.75 lb/ft 0.76 0.23 0.27 1.536 3.062 1.278 0.196 1512 ft-lbs0.121
3
3
3
NOTE: THREE POSTS ALLOWED WITHIN 7 FT SWATH
THREADED BAR SPACER
3/4 x 3/8 x 5" LONG
SILVER-COLORED, USE ON
2.75 LB/FT AND LIGHTER POSTS
3/4 x 1/2 x 5" LONG
GOLD-COLORED, USE ON
3.00 LB/FT AND HEAVIER POSTS
INSTALL ON BOLT SHANKS
TORQUE APPROX. 20 FT-LBS.
BA
SE
PO
ST
LE
NG
TH
, L
BOLT HOLES AT
1" FROM EDGE
12 x 6 x 6" DEEP
1/8" THICK STEEL
SOIL PLATE
MOUNTING
HEIGHT
CENTROIDAL AXIS OF
SIGN PANEL ASSEMBLY
4" MAX. STUB
PROJECTION
5 TO 6"
OVERLAP
BASE
POST
SIGN
POST
TABLE 2: MAXIMUM NUMBER OF POSTS WITHIN 7 FT. SWATH
MAX NO.
OF POSTS
MAX NO.
OF POSTS
BASE POSTS SHALL BE DRIVEN TO 38" MINIMUM EMBEDMENT (SEE TABLE 2 ); A MAXIMUM OF 4"
MAY PROTRUDE ABOVE THE SURROUNDING GROUND SURFACE.
REDUCE MOMENT CAPACITY BY 25% TO ACCOUNT FOR TORSION EFFECTS IN OPEN CROSS-SECTION SINGLE POST INSTALLATIONS.*
LAP SPLICE NUTS AND BOLTS SHALL BE M180, WITH AN ULTIMATE TENSILE STRENGTH OF 180 KSI, MIN.
BASE POSTS DAMAGED OR DEFORMED IN THE SPLICE CONTACT AREA SHALL BE REPAIRED OR REPLACED
A.O.B.E. AT NO ADDITIONAL COST TO THE STATE. DRIVE CAPS ARE REQUIRED.
BASE POSTS SHALL BE PUNCHED WITH A MINIMUM OF THIRTY-SIX 3/8" d HOLES ON 1" CENTERS
(TO ACCOMODATE OPTIONAL SOIL PLATE) WITH THE FIRST HOLE 1" FROM THE TOP.
SIGN POST
IF LESS THAN 3/4"
USE 2ND & 6TH HOLES
INSTEAD OF 1ST & 5TH
IF LESS THAN 3/4"
USE 2ND & 6TH HOLES
INSTEAD OF 1ST & 5TH
5/16" HEAD BOLT NUTS
AND HEAVY DUTY LOCK
WASHERS (OR GRADE C
FLANGED LOCKNUTS)
5/16"- 18 UNC x 1.5"
HEX HEAD BOLT AND
FLAT WASHER
TORQUE 20 FT-LBS.
SOIL SLOPES
HORIZONTAL
1 2 3 4 5
UNSTABLE STEEP MODERATE FLAT
V
ER
TIC
AL
1
AREA
(in )
38
54
60
60
60
60
BASE
POST
EMBEDMENT DEPTH
38" MINIMUM
VARIES WITH SLOPE
SEE TABLE 2
STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
REVISION: ,
DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED
05
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SHEET OF
MATERIALS DETAILS FOR TYPE A SIGN SUPPORTS
MD645E-MRB-01
U CHANNEL SIGN SUPPORTS
NUCOR STEEL, MARION INC.
41
4
6
POSTS SHALL BE PRODUCED FROM HIGH STRENGTH BILLET STEEL, GRADE 80-SP. CHEMICAL
PROPERTIES OF THE STEEL SHALL CONFORM TO ASTM A-1 AND PHYSICAL PROPERTIES SHALL
CONFORM TO ASTM A-499 (SEE TABLE 1 ).
POSTS SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A-123.
SPLICE HARDWARE SHALL BE AS SUPPLIED OR RECOMMENDED BY THE MANUFACURER, EITHER
ZINC-PLATED PER ASTM B-633 (MINIMUM 0.315 MIL COATING THICKNESS) OR CADMIUM PLATED
ACCORDING TO ASTM B-766 (CLASS B).
THE GEOTECHNICAL ENGINEERING BUREAU AND THE STRUCTURES DIVISION SHOULD BE CONTACTED
WHEN A POST IS TO BE PLACED IN A PLASTIC (SOFT CLAY OR ORGANIC) DEPOSIT, OR WHEN THE
GROUNDWATER ELEVATION IS WITHIN THE MINIMUM EMBEDMENT.
AN S-1 SOIL CONDITION SHOULD BE ASSUMED. S-1 INCLUDES SANDS, GRAVELS AND SILTS
(AND THEIR MIXTURES) WHICH EXHIBIT PENETRATION VALUES OF 9 OR MORE BLOWS PER FOOT
USING A STANDARD 300 LB. DROP HAMMER AND AN 18 INCH FALL. SHOULDER MATERIALS ARE
INCLUDED IN THIS CATEGORY.
7 FT. MAX
STANDARD CAPACITY
Group #37829 IFB #23055 - Attachment 08: Nucor Steel, Marion Inc.
0. 0
1 . 0
2. 0
3. 0
4. 0
5. 0
6. 0
7. 0
8. 0
9. 0
1 0. 0
1 1 . 0
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5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6
SINGLE POST
SIGN PANEL CENTROID HEIGHT (FT) SIGN PANEL CENTROID HEIGHT (FT)
70 MPH WIND SPEED60 MPH WIND SPEED
2S
IGN
PA
NE
L A
RE
A (
FT
)
CAUTION : ALLOWABLE SIGN PANEL AREAS ARE CALCULATED ASSUMING SITE ELEVATIONS CLOSE TO THE SURROUNDING TERRAIN.
FOR ELEVATED SITE CONDITIONS (E.G. OVERPASSES, HIGH CONTOUR AREAS) WHERE THE INFLUENCE OF THE GROUND ON THE WIND IS
REDUCED, ALLOWABLE SIGN PANEL AREAS MUST BE REDUCED (AS MUCH AS 40%) ACCORDING TO THE AASHTO "STANDARD SPECIFICATIONS
FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS", UNDER THE SECTION "LOADS".
USE AN INCREASED WIND PRESSURE FOR SIGN PANEL CENTROID HEIGHTS 29.0 FT OR MORE ABOVE THE SURROUNDING TERRAIN, AS FOLLOWS:
ZONE A (REGIONS 1,2,6,8 AND 9): 20.4 PSF
ZONE B (REGIONS 3,4,5,7,10 AND 11): 27.6 PSF
STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
REVISION: ,
DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED
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SHEET OF
MATERIALS DETAILS FOR TYPE A SIGN SUPPORTS
MD645E-MRB-02
STANDARD CAPACITY
U CHANNEL SIGN SUPPORTS
NUCOR STEEL, MARION INC.
42
4.00 lb/ft POST
3.00 lb/ft POST
2.50 lb/ft POST
2.00 lb/ft POST
2.75 lb/ft POST
ISSUED UNDER
EFFECTIVE:
05/02/2006
THESE DETAILS ARE SKETCH DRAWINGS AND ARE NOT TO SCALE
EB 06-021
Group #37829 IFB #23055 - Attachment 08: Nucor Steel, Marion Inc.
0 . 0
1 0 . 0
20 . 0
30 . 0
40 . 0
50 . 0
60 . 0
70 . 0
80 . 0
90 . 0
1 00 . 0
5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6
0 . 0
1 0 . 0
20 . 0
30 . 0
40 . 0
50 . 0
60 . 0
70 . 0
80 . 0
90 . 0
1 00 . 0
5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6
SIGN PANEL CENTROID HEIGHT (FT) SIGN PANEL CENTROID HEIGHT (FT)
2S
IGN
PA
NE
L A
RE
A (
FT
)
DOUBLE POST TRIPLE POST
60 MPH WIND ZONE
CAUTION : ALLOWABLE SIGN PANEL AREAS ARE CALCULATED ASSUMING SITE ELEVATIONS CLOSE TO THE SURROUNDING TERRAIN.
FOR ELEVATED SITE CONDITIONS (E.G. OVERPASSES, HIGH CONTOUR AREAS) WHERE THE INFLUENCE OF THE GROUND ON THE WIND IS
REDUCED, ALLOWABLE SIGN PANEL AREAS MUST BE REDUCED (AS MUCH AS 40%) ACCORDING TO THE AASHTO "STANDARD SPECIFICATIONS
FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS", UNDER THE SECTION "LOADS".
USE AN INCREASED WIND PRESSURE FOR SIGN PANEL CENTROID HEIGHTS 29.0 FT OR MORE ABOVE THE SURROUNDING TERRAIN, AS FOLLOWS:
ZONE A (REGIONS 1,2,6,8 AND 9): 20.4 PSF
ZONE B (REGIONS 3,4,5,7,10 AND 11): 27.6 PSF
STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
REVISION: ,
DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED
05
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6 1
4:2
1
FIL
E N
AM
E =
DA
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/TIM
E =
US
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=afrank
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SHEET OF
MATERIALS DETAILS FOR TYPE A SIGN SUPPORTS
MD645E-MRB-03
STANDARD CAPACITY
U CHANNEL SIGN SUPPORTS
NUCOR STEEL, MARION INC.
43
4.00 lb/ft POST
3.00 lb/ft POST
2.50 lb/ft POST
2.00 lb/ft POST
2.75 lb/ft POST
ISSUED UNDER
EFFECTIVE:
05/02/2006
THESE DETAILS ARE SKETCH DRAWINGS AND ARE NOT TO SCALE
EB 06-021
Group #37829 IFB #23055 - Attachment 08: Nucor Steel, Marion Inc.
0. 0
1 0. 0
20. 0
30. 0
40. 0
50. 0
60. 0
70. 0
5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6
0. 0
1 0. 0
20. 0
30. 0
40. 0
50. 0
60. 0
70. 0
5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6
SIGN PANEL CENTROID HEIGHT (FT) SIGN PANEL CENTROID HEIGHT (FT)
4.00 LB/FT POST
3.00 LB/FT POST
2.75 LB/FT POST
2.50 LB/FT POST
2.00 LB/FT POST
2S
IGN
PA
NE
L A
RE
A (
FT
)
DOUBLE POST TRIPLE POST
70 MPH WIND SPEED
STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
REVISION: ,
DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED
05
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6 1
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1
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E N
AM
E =
DA
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/TIM
E =
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=afrank
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:dm
s61672\M
AR
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_E
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TD
1_S
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4.D
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SHEET OF
MATERIALS DETAILS FOR TYPE A SIGN SUPPORTS
MD645E-MRB-04
STANDARD CAPACITY
U CHANNEL SIGN SUPPORTS
NUCOR STEEL, MARION INC.
44
CAUTION : ALLOWABLE SIGN PANEL AREAS ARE CALCULATED ASSUMING SITE ELEVATIONS CLOSE TO THE SURROUNDING TERRAIN.
FOR ELEVATED SITE CONDITIONS (E.G. OVERPASSES, HIGH CONTOUR AREAS) WHERE THE INFLUENCE OF THE GROUND ON THE WIND IS
REDUCED, ALLOWABLE SIGN PANEL AREAS MUST BE REDUCED (AS MUCH AS 40%) ACCORDING TO THE AASHTO "STANDARD SPECIFICATIONS
FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS", UNDER THE SECTION "LOADS".
USE AN INCREASED WIND PRESSURE FOR SIGN PANEL CENTROID HEIGHTS 29.0 FT OR MORE ABOVE THE SURROUNDING TERRAIN, AS FOLLOWS:
ZONE A (REGIONS 1,2,6,8 AND 9): 20.4 PSF
ZONE B (REGIONS 3,4,5,7,10 AND 11): 27.6 PSF
ISSUED UNDER
EFFECTIVE:
05/02/2006
THESE DETAILS ARE SKETCH DRAWINGS AND ARE NOT TO SCALE
EB 06-021
Group #37829 IFB #23055 - Attachment 08: Nucor Steel, Marion Inc.
+
1----c --I
1 ' TABLE I : FLAT-BACK POST PROPERTIES & DIMENSIONS
POST AREA I s MOMENT• SIZE On'J Cln'J Cln'J A B c D E
-A
D E�
1 l ___) FLAT-BACK \. T1 B I
I I
2.00 b/ft 0.55 0.16 0.19 1.503 3.125 1.250 0.114 0.116 931 ft-lbs
2.50 b/ft 0.69 0.21 Q.26 1.549 3.125 1.250 0.160 0.130 1214 ft-bs
3.00 b/ft 0.86 0.34 0.36 1.750 3.500 1.625 0.160 0.150 1764 fHbs
4.00 lb/ft 1.15 D.45 0.47 I.BIO 3.500 1.625 0.220 0.162 2303 ft-bs
• REDUCE MOMENT CAPACITY BY 25X TO ACCOUNT FOR TORSION EFFECTS IN OPEN CROSS-SECTION SINGLE POST INSTALLATIONS.
1----c --I
1 TABLE 2 INDENTED-BACK POST PROPERTIES & DIMENSIONS :
POST AREA I s MOMENT• SIZE On'J Cln'J lln'J A B c D E - A
D E�
L_l l ___) INDENTED-BACK
T1 B I I
2.00 b/ft 0.60 0.19 D.24 [.562 3.088 [.214 0.113 0.112 931 ft�bs
2.50 b/ft 0.74 0.25 0.30 1.607 3.088 1.214 0.155 0.121 1274 ft-bs
3.00 b/ft 0.90 0.38 0.45 1.825 3.458 1.577 0.157 0.140 1764 fHbs
4.00 lb/ft 1.16 0.53 0.59 1.895 3.551 1.577 0.225 0.154 2303 ft-bs
• REDUCE MOMENT CAPACITY BY 25X TO ACCOUNT FOR TORSION EFFECTS IN OPEN CROSS-SECTION SINGLE POST INSTALLATIONS.
TABLE 3: MAXIMUM NUMBER OF POSTS WITHIN 7 FT.SWATH
SOIL SUPES SOIL DESCRIPTION
S - I S - 2
1-��EMBEDMENT SOIL NON-PLASTIC NON-PLASTIC
TYPE SLOPE (MED TO VERY COMPACT! (LOOSE TO VERY LOOSEJ
• MAX NO. MIN. SOIL It
MAX NO. MIN
I I
..., ... ,2 3 4
I STEEP I ..... ,.HORIZONTAL
-
--
--
5
I FLAT EZE-ERECT
BASE-BOLTED
4" MAX 6,,
__l_
y�[ EMBEDMENT DEPTH, D
38' MINIMUM VARIES l!TH SLOPE,
SEE Wl.L3
_L:>------ 7 FT. MAX ---.i:
SOIL PLATE DETAIL
OF POSTS FLAT
MODERATE STEEP FLAT
MODERATE STEEP
-
HA\<
}-BOLT HOLES AT I' FROM EDGE
14 x 14 x 1/-1" THICK STEEL SOIL PLATE
2 2 2 3 3 3
EMBEDMENT 38 54 60 38 54 60
NO NO NO NO NO NO
OF POSTS EMBEDMENT SOIL It I 38 YES l 54 YES l 60 YES 3 60 YES 3 60 YES 3 60 YES
= -CENTROID OF
c SIGN ASSEMBLY :::::\
1 :--SIGN, POST
-
MOUNTING I
HEIGHT I
SIGN --LI iRi�RU�}�·i�� ��TR�}oi·�� :p
�
� I
D
5
S
:
F
:
C
�
GROUND
SURFr
�1 1
5 TO 6 ..
.... T 1 OVERLAP -f- j OVERLAP
� 38' MINIMUM ,r,ri(\\ j BASE i] EMBEDMENT []-- BASE POST !SEE Wl.L'I POST
j
STEEP SLOPES GENTLE SLOPES
EMBEDMENT DETAILS
POSTS SHALL BE PRODUCED FROM STANDARD "T' RAIL STEEL WEIGHING 91 LB/YD OR MORE ACCORDING TO ASTM A-499, GRADE 60, HAVING A 70 KS! M!N!IUI YIELD !SEE TABLES 1 l 21. POST WEIGHT IS FROM 2.00 TO 4.00 LBS/FT BEFORE PltlCH!NG. SIGN POSTS SHALL BE PUNCHED THEIR FULL LENGTH WITH 3/8" - HOLES ON I' CENTERS. BASE POSTS SHALL BE PUNCHED l!TH A MINIMUM OF TIENTY-FOLR 3/8" - HOLES ON I' CENTERS !TO ACCOMODATE OPTIONAL SOIL PLATE> l!TH THE FIRST HOLE I' FROM THE TOP. THE FIRST AND THE FIFTH HOLES SHALL BE 3/8" X 0.500" SLOTS TO FACILITATE CORRECT FIELD ALIGNMENT. BASE POSTS SHALL BE DRIVEN TO 38' MINIMUM EMBEDMENT ISEE TAB! E 3� A MAXIMUM OF 4' MAY PROTRUDE ABOVE THE SURROUNDING GROLNJ SURF ACE. POSTS SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A-123. SPLICE HARDI ARE SHALL BE AS SUPPLIED OR RECOMMENDED BY THE MANIF ACURER, CADMIUM PLATED ACCORDING TO ASTM A-165, TYPE OS, EXCEPT USING CLEAR CHROMATE. ALL GALVANIZING AND GALVAN!ZlNG REPAIRS SHALL BE DONE IN ACCORDANCE WITH §719-01,TYPE l!L AN S-1 SOIL COND!TlON SHOULD BE ASSUMED. S-1 INCLUDES SANDS, GRAVELS AND SILTS CAND THEIR MIXTURES! IH!CH EXHIBIT PENETRATION VALUES OF 9 OR MORE BLOIS PER FOOT USING A STANDARD 300 LB. DROP HAMMER AND AN 18 INCH FALL. SHOULDER MATERIALS ARE INCLUDED IN THIS CATEGORY. S-2 INCLUDES UNIFORM SANDS IH!CH EXHIBIT PENETRATION VALUES OF LESS THAN 9 BLOIS PERFOOT USING A 300 LB. DROP HAMMER. BEACH SANDS ARE INCLUDED IN THIS CATEGORY.THE GEOTECHN!CAL ENGINEERING BUREAU AND THE STRUCTURES DIVISION SHOULD BE CONTACTED IHEN A POST IS TO BE PLACED IN A PLASTIC !SOFT CLAY OR ORGANIC! DEPOSIT, OR IHEN THE GROUMDWATER ELEVATION IS WITHIN THE MINIMUM EMBEDMENT.
THESE DETAILS ARE SKETCH DRAWINGS AND ARE NOT TO SCALE DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED
STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
MATERIALS DETAILS FOR TYPE A SIGN SUPPORTS
FRANKLIN INDUSTRIES COMPANY U CHANNEL SIGN SIJ'PORTS
STANDARD CAPACITY
SHEET l OF 5
ISSUED UNDER EB 06-021 EFFECTIVE: 05/02/2006 MD645E-FEZ-01 REVISION1
Group #37829 IFB #23055 - Attachment 08: Franklin Industries Co.
IF LESS THAN 3/4"
USE 2ND & 6TH HOLES
INSTEAD OF 1ST & 5TH
BASE
POST
FLAT-BACK (BASE-BOLTED SPLICE)
LOCKWASHER AND
INTEGRAL FLANGE NUT
4
IF LESS THAN 3/4"
USE 2ND & 6TH HOLES
INSTEAD OF 1ST & 5TH
BASE
POST
BURR THREADS
OR BEND BOLT
17-1/8" LONG X 1" WIDE
3/8" THICK POST RETAINER
SPACER STRAP
4
5/16 - 18 UNC x 2.0"
GRADE 8 INTEGRAL
FLANGE HEX HEAD
BOLTS & FLAT WASHERS
TORQUE LOWER TWO BOLTS
TO 20 FT-LBS.
IF LESS THAN 3/4"
USE 2ND & 6TH HOLES
INSTEAD OF 1ST & 5TH
FLAT-BACK (EZE-ERECT SPLICE)
INDENTED-BACK (BASE-BOLTED SPLICE)
5/16 -18 UNC x 2.25"
GRADE 9 HEX HEAD
BOLTS & FLAT WASHERS
TORQUE 20 FT-LBS.
SIGN POST
IF LESS THAN 3/4"
USE 2ND & 6TH HOLES
INSTEAD OF 1ST & 5TH5/16 -18 UNC x 2.25"
GRADE 9 HEX HEAD
BOLTS & FLAT WASHERS
TORQUE 20 FT-LBS.
SIGN POST
3/4 x 3/4 x 3/4"
UNTHREADED ZINC
COATED SPACER
IF LESS THAN 3/4"
USE 2ND & 6TH HOLES
INSTEAD OF 1ST & 5TH
7/16" I.D. x 1" O.D. x 5/8" THICK
UNTHREADED ZINC-PLATED SPACER
FIRST HOLE
IF LESS THAN 3/4"
USE 2ND & 6TH HOLES
INSTEAD OF 1ST & 5TH
SIGN
POST
BASE
POST
4
STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
REVISION: ,
DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED
05
-MA
Y-2
00
6 1
4:1
1
FIL
E N
AM
E =
DA
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/TIM
E =
US
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SHEET OF
MATERIALS DETAILS FOR TYPE A SIGN SUPPORTS
2
5
MD645E-FEZ-02
U CHANNEL SIGN SUPPORTS
FRANKLIN INDUSTRIES COMPANY
STANDARD CAPACITY
HEX HEAD BOLT,NUT AND HEAVY
DUTY LOCKWASHER (OR AN
INTEGRAL FLANGED LOCKNUT)
TORQUE TO 20 FT-LBS.
HEX-HEAD BOLT NUT AND HEAVY
DUTY LOCKWASHER (OR
INTEGRAL FLANGED LOCKNUT)
TORQUE TO 20 FT-LBS.
ISSUED UNDER
EFFECTIVE:
05/02/2006
THESE DETAILS ARE SKETCH DRAWINGS AND ARE NOT TO SCALE
EB 06-021
Group #37829 IFB #23055 - Attachment 08: Franklin Industries Co.
SINGLE POST
SIGN PANEL CENTROID HEIGHT (FT) SIGN PANEL CENTROID HEIGHT (FT)
70 MPH WIND SPEED60 MPH WIND SPEED
40.0
6151413121110198765
3 0 .0
2 0 0.
00 .1
0 .0
50.0
2S
IGN
PA
NE
L A
RE
A (
FT
)
5 6 7 8
10.0
0.0
20.0
30.0
40.0
50.0
9 10 11 12 13 14 15 16
CAUTION : ALLOWABLE SIGN PANEL AREAS ARE CALCULATED ASSUMING SITE ELEVATIONS CLOSE TO THE SURROUNDING TERRAIN.
FOR ELEVATED SITE CONDITIONS (E.G. OVERPASSES, HIGH CONTOUR AREAS) WHERE THE INFLUENCE OF THE GROUND ON THE WIND IS
REDUCED, ALLOWABLE SIGN PANEL AREAS MUST BE REDUCED (AS MUCH AS 40%) ACCORDING TO THE AASHTO "STANDARD SPECIFICATIONS
FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS", UNDER THE SECTION "LOADS".
USE AN INCREASED WIND PRESSURE FOR SIGN PANEL CENTROID HEIGHTS 29.0 FT OR MORE ABOVE THE SURROUNDING TERRAIN, AS FOLLOWS:
ZONE A (REGIONS 1,2,6,8 AND 9): 20.4 PSF
ZONE B (REGIONS 3,4,5,7,10 AND 11): 27.6 PSF
4.00 lb/ft POST
3.00 lb/ft POST
2.50 lb/ft POST
2.00 lb/ft POST
STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
REVISION: ,
DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED
05
-MA
Y-2
00
6 1
4:1
1
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=afrank
IP_P
WP
:dm
s61672\F
RA
_E
_S
TD
1_S
HE
ET
3.D
GN
SHEET OF
MATERIALS DETAILS FOR TYPE A SIGN SUPPORTS
FRANKLIN INDUSTRIES COMPANY
MD645E-FEZ-03
STANDARD CAPACITY
U CHANNEL SIGN SUPPORTS
53
ISSUED UNDER
EFFECTIVE:
05/02/2006
THESE DETAILS ARE SKETCH DRAWINGS AND ARE NOT TO SCALE
EB 06-021
Group #37829 IFB #23055 - Attachment 08: Franklin Industries Co.
61514131211101987655 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6
SIGN PANEL CENTROID HEIGHT (FT) SIGN PANEL CENTROID HEIGHT (FT)
2S
IGN
PA
NE
L A
RE
A (
FT
)
100.0
90.0
80.0
70.0
60.0
50.0
40.0
30.0
20.0
10.0
0.0
100.0
90.0
80.0
70.0
60.0
50.0
40.0
30.0
20.0
10.0
0.0
DOUBLE POST
60 MPH WIND SPEED
TRIPLE POST
CAUTION : ALLOWABLE SIGN PANEL AREAS ARE CALCULATED ASSUMING SITE ELEVATIONS CLOSE TO THE SURROUNDING TERRAIN.
FOR ELEVATED SITE CONDITIONS (E.G. OVERPASSES, HIGH CONTOUR AREAS) WHERE THE INFLUENCE OF THE GROUND ON THE WIND IS
REDUCED, ALLOWABLE SIGN PANEL AREAS MUST BE REDUCED (AS MUCH AS 40%) ACCORDING TO THE AASHTO "STANDARD SPECIFICATIONS
FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS", UNDER THE SECTION "LOADS".
USE AN INCREASED WIND PRESSURE FOR SIGN PANEL CENTROID HEIGHTS 29.0 FT OR MORE ABOVE THE SURROUNDING TERRAIN, AS FOLLOWS:
ZONE A (REGIONS 1,2,6,8 AND 9): 20.4 PSF
ZONE B (REGIONS 3,4,5,7,10 AND 11): 27.6 PSF
4.00 lb/ft POST
3.00 lb/ft POST
2.50 lb/ft POST
2.00 lb/ft POST
STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
REVISION: ,
DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED
05
-MA
Y-2
00
6 1
4:1
1
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=afrank
IP_
PW
P:d
ms6
16
72
\FR
A_
E_
ST
D1
_S
HE
ET
4.D
GN
SHEET OF
MATERIALS DETAILS FOR TYPE A SIGN SUPPORTS
FRANKLIN INDUSTRIES COMPANY
MD645E-FEZ-04
STANDARD CAPACITY
U CHANNEL SIGN SUPPORTS
54
ISSUED UNDER
EFFECTIVE:
05/02/2006
THESE DETAILS ARE SKETCH DRAWINGS AND ARE NOT TO SCALE
EB 06-021
Group #37829 IFB #23055 - Attachment 08: Franklin Industries Co.
5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 6151413121110198765
DOUBLE POST TRIPLE POST
70 MPH WIND SPEED
2S
IGN
PA
NE
L A
RE
A (
FT
)
100.0
90.0
80.0
70.0
60.0
50.0
40.0
30.0
20.0
10.0
0.0
90.0
80.0
70.0
60.0
50.0
40.0
30.0
20.0
10.0
0.0
SIGN PANEL CENTROID HEIGHT (FT) SIGN PANEL CENTROID HEIGHT (FT)
100.0
4.00 lb/ft POST
3.00 lb/ft POST
2.50 lb/ft POST
2.00 lb/ft POST
STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
REVISION: ,
DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED
05
-MA
Y-2
00
6 1
4:1
1
FIL
E N
AM
E =
DA
TE
/TIM
E =
US
ER
=afrank
IP_
PW
P:d
ms6
16
72
\FR
A_
E_
ST
D1
_S
HE
ET
5.D
GN
SHEET OF
MATERIALS DETAILS FOR TYPE A SIGN SUPPORTS
FRANKLIN INDUSTRIES COMPANY
MD645E-FEZ-05
STANDARD CAPACITY
U CHANNEL SIGN SUPPORTS
55
CAUTION : ALLOWABLE SIGN PANEL AREAS ARE CALCULATED ASSUMING SITE ELEVATIONS CLOSE TO THE SURROUNDING TERRAIN.
FOR ELEVATED SITE CONDITIONS (E.G. OVERPASSES, HIGH CONTOUR AREAS) WHERE THE INFLUENCE OF THE GROUND ON THE WIND IS
REDUCED, ALLOWABLE SIGN PANEL AREAS MUST BE REDUCED (AS MUCH AS 40%) ACCORDING TO THE AASHTO "STANDARD SPECIFICATIONS
FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS", UNDER THE SECTION "LOADS".
USE AN INCREASED WIND PRESSURE FOR SIGN PANEL CENTROID HEIGHTS 29.0 FT OR MORE ABOVE THE SURROUNDING TERRAIN, AS FOLLOWS:
ZONE A (REGIONS 1,2,6,8 AND 9): 20.4 PSF
ZONE B (REGIONS 3,4,5,7,10 AND 11): 27.6 PSF
ISSUED UNDER
EFFECTIVE:
05/02/2006
THESE DETAILS ARE SKETCH DRAWINGS AND ARE NOT TO SCALE
EB 06-021
Group #37829 IFB #23055 - Attachment 08: Franklin Industries Co.
