=

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