2186004 GENERAL PLAN AND ELEVATION SH4 · 2018. 8. 10. · pier no. 1 pier no. 2 pier no. 3 pier...
Transcript of 2186004 GENERAL PLAN AND ELEVATION SH4 · 2018. 8. 10. · pier no. 1 pier no. 2 pier no. 3 pier...
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PIER NO. 1 PIER NO. 2 PIER NO. 3 PIER NO. 4 PIER NO. 5 PIER NO. 6 PIER NO. 7 PIER NO. 8
Detour OT
Rdwy OT
500
100
50
25
10
5
2
0
37700
119000
76800
61000
46800
30400
19800
8220
0
930.37
937.85
935.32
933.58
931.91
929.13
926.10
919.86
0
5.21
5.08
4.46
4.88
5.13
5.24
8.36
5.75
372.00sq. mi=EFFECTIVE DRAINAGE AREA
0.00sq. mi=CONTROLLED DRAINAGE AREA
372.00sq. mi=TOTAL DRAINAGE AREA
FREQ. Q (cfs) CHW (ft) V (fps)
JOB PIECE NO.
Design
Detail
Check
SHEET NO.
REVISIONSREV. NO. DESCRIPTION DATE
Engr.:
Squad:
BRIDGE COUNTY
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION
(04)
GT
8/16
11/15
21860
RBS
"A"
B004
STANDARDS
(LOAD FACTOR DESIGN)
DESIGN DATA
INDEX OF SHEETS
HYDRAULIC SUMMARY
SH-33 OVER COTTONWOOD CREEK
(SHEET 4 OF 4)
GENERAL PLAN AND ELEVATION
LOGAN
PEARSON
HERNANDEZ
ABUTMENT NO. 1 (HP 12 X 53 PILING)
Factored Pile Reaction 101.3 tons/pile
PIER NO. 9
PIER NO. 10 PIER NO. 11 PIER NO. 12 PIER NO. 13 PIER NO. 14 PIER NO. 15 PIER NO. 16 ABUT. NO. 2
FREQ.SCOUR
100
100
100
18ft=TOTAL
12ft=PIER
6ft=CONTRACTION
SHEET DESCRIPTION
Ele
v. 933.8
1
PV
C Sta. 15
36+12.0
7
Ele
v. 934.12
PVI Sta. a 1537+16.8
5
210.00'
Ele
v. 971.47
PV
T Sta. 15
55+72.7
7
150.00'
1600.85'
BRIDGE 'A'BEGIN BRIDGE
STA. 1538+52.45 STA. 1555+34.11
ITEM UNIT ABUTMENT PIERSSTRUCTURE
SUPER-
SLAB
APPROACH
SUBSTRUCTURE EXCAVATION COMMON
CLSM BACKFILL
APPROACH SLAB
STRUCTURAL STEEL
CLASS AA CONCRETE
CLASS A CONCRETE
EPOXY COATED REINFORCING STEEL
PILES, FURNISHED (HP 10 X 42)
PILES, DRIVEN (HP 10 X 42)
SAW-CUT GROOVING
WATER REPELLENT (VISUALLY INSPECTED)
DRILLED SHAFT 60" DIAMETER
CROSSHOLE SONIC LOGGING
SEALER CRACK PREP
SEALER RESIN
STAINLESS STEEL EXPANSION BEARING ASSEMBLY
6" PERFORATED PIPE UNDERDRAIN RND
6" NON-PERF. PIPE UNDERDRAIN RND LF
LF
EA
EA
GAL
LF
EA
LF
SY
SY
LF
LF
LB
CY
CY
LB
LF
SY
LF
CY
921.60
318.50
180.00
96.00
0.00
300,140.00
CY
233.34
157.00
PRESTRESSED CONCRETE BEAMS (TYPE J)
PRESTRESSED CONCRETE BEAMS (TYPE IV)
LF 518.67
PILES, FURNISHED (HP 12 X 53)
PILES, DRIVEN (HP 12 X 53)
LF
LF
105.00
ITEMIZED QUANTITIES - PHASE 1
STAINLESS STEEL FIXED BEARING ASSEMBLY
LF
SEALED EXPANSION JOINT LF 135.40
ITEM UNIT ABUTMENT PIERSSTRUCTURE
SUPER-
SLAB
APPROACH
SUBSTRUCTURE EXCAVATION COMMON
CLSM BACKFILL
APPROACH SLAB
STRUCTURAL STEEL
CLASS AA CONCRETE
CLASS A CONCRETE
EPOXY COATED REINFORCING STEEL
PILES, FURNISHED (HP 10 X 42)
PILES, DRIVEN (HP 10 X 42)
SAW-CUT GROOVING
WATER REPELLENT (VISUALLY INSPECTED)
DRILLED SHAFT 60" DIAMETER
CROSSHOLE SONIC LOGGING
SEALER CRACK PREP
SEALER RESIN
STAINLESS STEEL EXPANSION BEARING ASSEMBLY
6" PERFORATED PIPE UNDERDRAIN RND
6" NON-PERF. PIPE UNDERDRAIN RND
REMOVAL OF EXISTING BRIDGE STRUCTURE L.SUM
LF
LF
EA
EA
GAL
LF
EA
LF
SY
SY
LF
LF
LB
CY
CY
LB
LF
SY
LF
CY 425.00
845.60
304.10
172.00
8.00
96.00
5.50
848.00
373.60
292,870.00
CY
233.34
139.00
164.00
PRESTRESSED CONCRETE BEAMS (TYPE J)
PRESTRESSED CONCRETE BEAMS (TYPE IV)
LF 518.67
PILES, FURNISHED (HP 12 X 53)
PILES, DRIVEN (HP 12 X 53)
LF
LF
105.00
ITEMIZED QUANTITIES - PHASE 2
STAINLESS STEEL FIXED BEARING ASSEMBLY
LF
SEALED EXPANSION JOINT LF 135.40
DRILLED SHAFT 72" DIAMETER LF DRILLED SHAFT 72" DIAMETER LF165.00
34,130.00
33,680.00
56.00
56.00
321.00
321.00
64.00
56.00
56.00
268.00
268.00
1,668.80
376,440.00
1,184.00
1,004.00
110.00
6,178.67
5,606.00
0.00
1,681.67
1,595.80
40.00
545,680.00
1,184.00
1,506.00
6,178.67
5,606.00
3,363.34
1,681.67
1,623.70
373.60
40.00
EAEA
CONCRETE PARAPETCONCRETE PARAPET
LF 112.92LF
112.92
END BRIDGE
Ele
v. 969.18
PV
C Sta. a 1554+22.7
Elev. 970.72PVI Sta. 1554+97.77
SLOPE WALL (5")
FENCE-STYLE CLF (8' HIGH, CLASS A)
p.s.i.30,000
p.s.i.50,000
p.s.i.60,000
p.s.i.3,000
p.s.i.4,000
WINGS (ABUT. 2)
(PL) CONCRETE PARAPET (HANDRAIL TYPE)(PL) CONCRETE PARAPET (HANDRAIL TYPE)
TEMPORARY RETAINING WALL S.Y. TEMPORARY RETAINING WALL S.Y.
SLOPE WALL (5") S.Y. S.Y. 115.00
(SP) GRAFFITI TREATMENT S.F.(SP) GRAFFITI TREATMENT S.F.
S.Y. S.Y.MSE RETAINING WALL MSE RETAINING WALL
PILE SPLICE, H-PILE (NON-BIDDABLE) PILE SPLICE, H-PILE (NON-BIDDABLE)
FENCE-STYLE CLF (8' HIGH, CLASS A)
SPECIAL SIGNS EA.
fy
fy
fy
f'c
f'c
=
=
=
=
=
HP-1-2-00E
EJ-DTL-01
EJ-SQ-03
TOTAL
PHASE 1
TOTAL
PHASE 2PHASES)
(BOTH
TOTAL
2,014.50
0.00
0.50 0.50
10.00
FOUNDATION DATA: H-PILES
ABUTMENT NO. 2 AND WINGS (60" DIAMETER DRILLED SHAFTS)
PIERS (60" DIAMETER DRILLED SHAFTS; 72" DIAMETER DRILLED SHAFTS AT PIERS NO. 13 AND NO. 14)
FOUNDATION DATA: DRILLED SHAFTS
Total Factored Reaction
Total Factored Resistance
Factored Friction Resistance
Friction Resistance Factor
Nominal Unit Friction Resistance
Factored Bearing Resistance
Bearing Resistance Factor
Nominal Unit Bearing Resistance
Depth of Rock Neglected for Friction
Minimum Depth Into Rock
Drilled Shaft Length
Drilled Shaft Diameter
616.0
937.0
272.0
0.5
7.7
665.0
0.7
48.4
5.0
10.0
45.0
60.0
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
613.7
678.0
445.0
0.45
9.0
233.0
0.7
17.0
5.0
12.0
43.0
60.0
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
607.4
1142.0
318.0
0.45
9.0
824.0
0.7
60.0
5.0
10.0
40.0
60.0
605.2
699.0
412.0
0.45
7.3
287.0
0.7
20.9
5.0
13.0
39.0
60.0
596.2
1142.0
318.0
0.45
9.0
824.0
0.7
60.0
5.0
10.0
34.0
60.0
600.6
1332.0
508.0
0.45
9.0
824.0
0.7
60.0
5.0
13.0
36.0
60.0
599.7
721.0
381.0
0.45
9.0
340.0
0.7
24.8
5.0
11.0
36.0
60.0
596.5
721.0
381.0
0.45
9.0
340.0
0.7
24.8
5.0
11.0
34.0
60.0
598.7
721.0
381.0
0.45
9.0
340.0
0.7
24.8
5.0
11.0
35.0
60.0
Total Factored Reaction
Total Factored Resistance
Factored Friction Resistance
Friction Resistance Factor
Nominal Unit Friction Resistance
Factored Bearing Resistance
Bearing Resistance Factor
Nominal Unit Bearing Resistance
Depth of Rock Neglected for Friction
Minimum Depth Into Rock
Drilled Shaft Length
Drilled Shaft Diameter
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
Tons/Shaft
Tons/Shaft
Tons/Shaft
Tons/ft³
Tons/Shaft
Tons/ft³
Feet
Feet
Feet
Inch
602.6
715.0
190.0
0.45
2.7
525.0
0.7
38.2
5.0
15.0
37.0
60.0
621.8
729.0
445.0
0.45
9.0
284.0
0.7
20.7
5.0
12.0
48.0
60.0
716.7
871.0
381.0
0.45
9.0
490.0
0.7
24.8
6.0
10.0
28.0
72.0
713.7
1568.0
381.0
0.45
9.0
1187.0
0.7
60.0
5.0
10.0
24.0
72.0
+0.30%
126.00
602.4
922.0
98.0
0.45
2.8
824.0
0.7
60.0
5.0
10.0
37.0
60.0
571.7
951.0
318.0
0.45
9.0
633.0
0.7
46.1
5.0
10.0
21.0
60.0
620.9
1142.0
318.0
0.45
9.0
824.0
0.7
60.0
5.0
10.0
15.0
60.0
621.1
1142.0
318.0
0.45
9.0
824.0
0.7
60.0
5.0
10.0
15.0
60.0
565.5
965.0
318.0
0.45
9.0
647.0
0.7
47.1
5.0
10.0
17.0
60.0
16,380.00 16,380.00
+2.05
5%
+1.00%
Ele
v. 936.2
8
PV
T Sta. a 1538+21.85
1681.66'
VERTICAL CURVE PROFILE DATA
DETAILS FORMLINER
DETAILS OF MSE SIDEWALK RAMP
DETAILS OF MSE WALL
GENERAL MSE WALL PLAN
GENERAL NOTES MSE WALL
HISTORIC BRIDGE SIGNAGE DETAILS
DETAILS OF SLOPE WALL AT ABUTMENT NO. 2
DETAILS OF SLOPE WALL AT ABUTMENT NO. 1
DETAILS OF APPROACH SLAB
DETAILS OF THROW FENCE
DETAILS OF 42" PARAPET
DETAILS OF PEDESTRIAN RAIL
DETAILS OF DECK DRAINS
DETAILS OF SUPERSTRUCTURES
DETAILS OF BEARINGS TYPE J
DETAILS OF BEARINGS TYPE IV
DETAILS OF 130' TYPE IV P.C. BEAM
DETAILS OF 115' TYPE IV P.C. BEAM
DETAILS OF 100' TYPE IV P.C. BEAM
DETAILS OF 80' TYPE IV P.C. BEAM
DETAILS OF 75' TYPE IV P.C. BEAM
DETAILS OF ASTHETICS TREATMENTS
DETAILS OF PIERS SHEET
DETAILS OF PIERS NO. 1 & NO. 2
DETAILS OF ABUTMENT
DETAILS OF EXCAVATION
SUBSTRUCTURE STAKING DIAGRAM
FOUNDATION SHEET
GENERAL PLAN AND ELEVATION
OF PAY QUANTITIES
GENERAL NOTES AND SUMMARY
INDEX OF SHEETS AND STANDARDS
TITLE SHEET
RW12
RW11
RW05-RW10
RW02-RW04
RW01
B080-B083
B079
B078
B077
B075,B076
B073, B074
B070-B072
B068, B069
B054-B067
B053
B052
B051
B050
B049
B048
B047
B045,B046
B034-B044
B030-B033
B017-B029
B014-B016
B011-B013
B005-B010
B001-B004
AB01-AB04
0002
0001
450.00
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
613.00
5,309.00
439.00
REMOVAL OF EXISTING BRIDGE STRUCTURE L.SUM 0.50
2,890.00
466.50
0.00
0.00
174.00
0.00
60.00
5,456.00
456.00
0.50
1,425.00
331.20
13,102.00
120.00
60.00
174.00
Ø REVISED QUANTITY
Ø
ØØØ Ø
Ø Ø
09/06/2016
Ø
Ø
L.F.D. OPERATING RATING - HS 42.1
ANSI/AWS D1.6 Structural Welding Code - Stainless Steel
ANSI/AASHTO/AWS D 1.5 Bridge Welding Code
AASHTO LRFD Bridge Design Specifications, 4th Edition with 2009 Interims
DESIGN:
MATERIALS:
5 PSF Stay-In-Place Forms
20 PSF Future Wearing Surface
HL-93 or Oklahoma Overload Truck
LOADING:
Stainless Steel A240 (Type 316)
Structural Steel M270 (Grade 50W)
Reinforcing Steel (Grade 60)
Class A Concrete
Class AA Concrete
MATERIALS:
INSTALLATION OF BRIDGE ITEMS EA
EAINSTALLATION OF BRIDGE ITEMSØØ 27.00
18.00
27.00
0.50
112.92
64.00
157.00
0.00
0.00
10.00
165.00
1,611.00
1,538.00
0.50
321.00
56.00
321.00
56.00
879,950.00
439.00
5,309.00
126.00
613.00
2,333.00
1,595.80
96.00
40.00
16,380.00
1,741.67
0.00
135.40
5,979.60
233.40
518.67
6,178.67
1,388.10
3,340.00
18.00
1.00
0.50
112.92
164.00
139.00
5.50
848.00
8.00
110.00
1,109.00
14,632.00
0.50
268.00
56.00
268.00
56.00
702,990.00
456.00
5,456.00
115.00
0.00
1,972.90
1,623.70
96.00
40.00
16,380.00
1,741.60
3,483.34
135.40
5,979.60
233.40
518.67
6,178.67
1,176.80
1,850.00
45.00
1.00
1.00
225.84
228.00
296.00
5.50
848.00
18.00
275.00
2,720.00
16,170.00
1.00
589.00
112.00
589.00
112.00
1,582,940.00
895.00
10,765.00
241.00
613.00
4,305.90
3,219.50
192.00
80.00
32,760.00
3,483.27
3,483.34
270.80
11,959.20
466.80
1,037.34
12,357.34
2,564.90
5,190.00
2186004 GENERAL PLAN AND ELEVATION SH4