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18" 18��
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29� 6�� Q BEARIN(i TO Q PIER
90� 0" OUT TO OUT ROADWAY
3 0� 0�� � P 1 ER ¢ P�R
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S P A N ��A ��
II� LANE
S P A N �� 8��
P L A N
28� 0�� MIN. CLEAR RAADWAY
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II� LANE
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29' 6" F BEARING C� P�ER
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A
4�0�� WALK
S P A N �� C��
7 B.EAMS AT 4�0" AND 6 JDINTS AT I/4" _
28' I-!/2'� OU7 TO OUT COPING
TYPICAL SECTION
6'�x 6�� TIMBER POSTS
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G ENERAL NOT ES
Reinforcing steel covering to be 2 inch e s in all par t s,
unless noted.
Concrete in bent and pier cdps to be Class "A".
Ch�mfer exp osed ed g e s ! inch, un/ess not e�.
Only the front foc e �nd tops of piet ond bent co ps
to be sea 1 e d in occordonce with Artic 1 e 70 2.20
of 1. D. 0. H. Standard Spe cificotlans.
Waterproo t b o c k s o t end bents in accordance with 702,22.
DESIGN DAT A
Prestre s s e d �eams are d esigne d in accordanc e
wlth 1 D 0 H Brld9e Standdrds.
Bri d qe d es► 9� ° d in ar£or da n c e wi th 1 9 7 7 A A S T 0
Speeificatr oh s, _
U N 1 T S T R E S�S � S: � s = 2 0, 00 0 psi
fc = 1,200 psi
COOL CREEK