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ABU T #2 � DIAPHRg6M 4DIAPHRAGM 4 ' DIAPHFtAEiM 4
TIE RODS ABUT y ABUT. #1 TIE RODS TIE RODS � ABUT #2
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cNEIZRY AVE. (NORTH)
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SCALE:
PRECAST-PRESTRESSED.DECK UNITS
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AASHTO - STANDARD SPECIFICATION FOR HIGHWAY BRIDGES -
1977 EDITION - HS20-44.
MATERIALS
REFER TO NOTES ON SHEET S-1 FOR CONCRETE, PRETENSIONING
STRAND, AND REINFORCING DATA.
J
SHOP DRAWINGS
SUBMIT SHOP DRAWINGS FOR• THE DECK UNITS TO THE ENGINEER
AND CITY OF FON`I'ANA FOR REVIEW PRIOR TO MANUFACTURE OF
THE DECK UNITS. SHOP DRAWINGS SHALL BE COMPLETE AND
IDENTIFY ALL UNITS; PRETENSIONING STRANDS AND DATA;
REINFORCING; LIFTING LOCATIONS; AND FINISH .
TNSIOKS
HE
-THIS CONTRACTOR
i ONIOL�
NY PASRICATIQN (=RES7�tGSS�'ARTOF THE QRIRGIr.
BRIDGE GIZOWN LINE 0 f5, .3. 4 E . B.
CHF,
WOTE: FOP" PErAI L45 OF T54610NING
ROCi5 , 6EE 5HEET 6 - 10
DRYPACK SHEAR KEY AFTEX
TEI415I0NING OF DIAPHRAGM ROD$
► II
.3-0
3�6
SHEAF VF -Y DETAIL
SCALE:
1•
1
_p
M
@ —'� a
N _ it
4115LA6
PLAN
SCALE: %8 =1 -'O
APPROACH 5LAlb
------�_ A�UTMCNTS I
A6uTHENT 2
; a �'
DECK UNIT
5 �x q�� DOWEL HOLE 6
IN AbUTIAr NTe - a
c
lb C e,
ANCHOR 01 -:TAIL. 2
oil
0 0 11 i 1
I I'le'x ko" PLAIN STEEL DoWELlb IN 5�I HOLeS.
GROUT' DCWEl�p IN A5UTMr--NT HOL�-:lb WITH
NON -SHRINK n-POAY �SROUTAT /ALL AbUTME-NTS).
2 (3ROUT 00WELi5v 1N OMCK HOUhco -ABUTMENT (Tool- 130TH 13RI06EG
WITH NON -,SHRINK EPDXY (SKO T
3 FILL. DOWEL HOLES IN 12EeK- AESUT ENT Na, 2 -50TH i5RIDGEFcJ
WITH A6PHALT MAcoT1G 4 V MORTAR CAFP,
CHERRY AVE. l/W
DGE C ROW N LIN F_
_ll
�
g
0
►
4115LA6
PLAN
SCALE: %8 =1 -'O
APPROACH 5LAlb
------�_ A�UTMCNTS I
A6uTHENT 2
; a �'
DECK UNIT
5 �x q�� DOWEL HOLE 6
IN AbUTIAr NTe - a
c
lb C e,
ANCHOR 01 -:TAIL. 2
oil
0 0 11 i 1
I I'le'x ko" PLAIN STEEL DoWELlb IN 5�I HOLeS.
GROUT' DCWEl�p IN A5UTMr--NT HOL�-:lb WITH
NON -SHRINK n-POAY �SROUTAT /ALL AbUTME-NTS).
2 (3ROUT 00WELi5v 1N OMCK HOUhco -ABUTMENT (Tool- 130TH 13RI06EG
WITH NON -,SHRINK EPDXY (SKO T
3 FILL. DOWEL HOLES IN 12EeK- AESUT ENT Na, 2 -50TH i5RIDGEFcJ
WITH A6PHALT MAcoT1G 4 V MORTAR CAFP,
CHERRY AVE. l/W
DGE C ROW N LIN F_