7 1 FED ROAD FISCAL SHEET TOTAL STATE J/P PROJ NO 0 DIST NO YEAR NO SHEETS 2 /
9 3 OKLA 24943(04) ** ___ / 5 0 0 + 3 0 M 1 A 0
1 8 + 5 : 4 0 0 : 1 1 1 1
40.25' 80.00' 40.25'
! HP 10x42 1.33' 1.33' ! HP 10x42 (BATTERED ROW) (BATTERED ROW)
! HP 10x42 0.42' 0.42' ! HP 10x42
48" DIA. 48" DIA. DRILLED SHAFT DRILLED SHAFT (TYP.) (TYP.) ' ' 0 0
0 0 WORKING POINT . .
6 6 ABUTMENT NO. 2 FRONT FACE BACKWALL WORKING POINT STA. 113+90.25
ABUTMENT NO. 1 ' ' N 455028.156 0 0
' ' E 2437462.107 FRONT FACE BACKWALL 0 0
0 ° ° 0 STA. 112+29.75 0 . 0 . 0 0 9 8 9 8 N 454867.674 . . E 2437464.554 6 6 ! SURVEY N 0°52'25.22" W ' '
0 WORKING POINT WORKING POINT 0 ' ' 0 0 ) 9 ° 0 0 0
. PIER NO. 1 PIER NO. 2 . . ° 0 0 0
6 6 9 P STA. 112+70.00 STA. 113+50.00 E . . Y L N 454907.920 8 N 454987.910 8 T ( I
E 2437463.940 E 2437462.720 P "
• ! ' ' 2
0 0 - O ' 0 0 T 3 . . 1 6 6
11.00' 11.00'
! HP 10x42 ! HP 10x42 n g d . 1 0 0 1 _ 1 0 R T S B
U ABUTMENT NO. 1 PIER NO. 1 PIER NO. 2 ABUTMENT NO. 2 S _ 4 0 _ 3 4 9 4 2 \ R
B SUBSTRUCTURE STAKING DIAGRAM _
1 FOUNDATION DATA
_ SUMMARY OF QUANTITIES E S
A ABUTMENT NO. 1 & 2 (HP 10x42)
H ITEM UNIT ABUTMENT SUPER PIER TOTAL P \
S SUBSTRUCTURE EXCAVATION COMMON CY 80.00 80.00 AVG. PILE LOAD = 30.4 TONS/PILE \
D UNCLASSIFIED BACKFILL CY 50.00 50.00 REQUIRED ULTIMATE PILE CAPACITY = 60.8 TONS/PILE A
C PRESTRESSED CONCRETE BEAMS (TYPE II) LF 313.34 313.34 _
0 PRESTRESSED CONCRETE BEAMS (TYPE 1V) LF 316.67 316.67 4
\ SEALED EXPANSION JOINT LF 29.42 29.42 N PIERS - 4'-0" DIA. DRILLED SHAFT G CONCRETE RAIL (TR1) LF 56.00 321.00 377.00 S
E BRIDGE
D STRUCTURAL STEEL LB 4150.00 4150.00 FACTORED REACTION: = 741.0 TONS/SHAFT _ SEAT
0 WEATHERING STEEL FIXED BEARING ASSEMBLY EA 16 16.00
2 NOMINAL UNIT BEARING RESISTANCE: = 60.0 TSF \
WEATHERING STEEL EXPANSION BEARING ASSEMBLY EA 8 8.00 "
y BEARING RESISTANCE FACTOR: = 0.07 2
e " l CLASS AA CONCRETE CY 121.00 121.00 1 i 6 FACTORED BEARING RESISTANCE: = 529.2 TONS/SHAFT
a - CLASS A CONCRETE CY 45.60 47.60 93.20 ' D 1 y REINFORCING STEEL LB 6980.00 26870.00 7040.00 40890.00 t NOMINAL UNIT FRICTION RESISTANCE: = 9.0 TSF
n 2 PILES, FURNISHED (HP 10X42) LF 834.00 834.00 TYPE 1-A C l FRICTION RESISTANCE FACTOR: = 0.45 a PILES, DRIVEN (HP 10X42) LF 834.00 834.00 1 PLAIN RIPRAP o FACTORED FRICTION RESISTANCE: = 306.2 TONS/SHAFT C PILE SPLICE, H-PILE (NON-BIDDABLE) EA 1.00 " _ 1 6 DEPTH NEGLECTED FOR FRICTION: = 4'-0" " 0 DRILLED SHAFTS 48" DIAMETER LF 228.00 228.00 0 0
1 TOTAL FACTORED RESISTANCE: = 835.4 TONS/SHAFT - 0 CROSSHOLE SONIC LOGGING EA 2.00 2.00 ' 0 3 1
5 TYPE 1-A PLAIN RIPRAP TON 160.00 160.00
0 TYPE 1-A 4 TYPE 1-A FILTER BLANKED TON 25.00 25.00 3'-0" \ FILTER BLANKET V
I 6" PERFORATED PIPE UNDERDRAIN ROUND LF 54.00 54.00
C Design GB DAILEY/WOODS RD. COAL COUNTY
\ 6' NON-PERF.PIPE UNDERDRAIN RND. LF 50.00 50.00 C
K REMOVAL OF EXISTING BRIDGE STRUCTURE LSUM 1.00 SECTION THRU RIPRAP Drawn JF O - 1
4 Checked MZ 6 SUBSTRUCTURE STAKING DIAGRAM 1 \
B Approved DZ D F
\ 32 : Squad BENHAM State Job No. 24943(04) Sheet No. P