2186004 GENERAL PLAN AND ELEVATION SH4 · 2018. 8. 10. · pier no. 1 pier no. 2 pier no. 3 pier...

1
= 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. REVISIONS REV. NO. DESCRIPTION DATE Engr.: Squad: BRIDGE COUNTY OKLAHOMA STATE 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 E l e v . 933 . 81 P VC S t a . 1536 +12 . 07 E l e v . 934 . 12 P VI S t a . a 1537 +16 . 85 210.00' E l e v . 971 . 47 P VT S t a . 1555 +72 . 77 150.00' 1600.85' BRIDGE 'A' BEGIN BRIDGE STA. 1538+52.45 STA. 1555+34.11 ITEM UNIT ABUTMENT PIERS STRUCTURE SUPER- SLAB APPROACH S U B S T R U C T U R E E X C AVA T I ONC O MM ON 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) D R I L LE DS HA F T 60 " D I A M ET E R CR O S S HO L E S O N I CL OGG I N G 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 P R E S T R E SS E DC ON CR ETE B E A M S ( T Y P E J ) P R E S T R E SS E DC ON CR ETE B E A M S ( T Y P E I V ) 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 PIERS STRUCTURE SUPER- SLAB APPROACH S U B S T R U C T U R E E X C AVA T I ONC O MM ON 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) D R I LL E DS H A F T 60 " D I A M ETE R CR O S S HO L E S ON I CL OGG I N G 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 P R E S T R E SS E DC ON CR ET E B E A M S ( T Y P E J ) P R E S T R E SS E DC ON CR ET E B E A M S ( T Y P E I V ) 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 D R I L LE DS HA F T 72 " D I A M E T E R LF D R I LL E DS H A F T 72 " D I A M E T E R LF 165.00 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 EA EA CONCRETE PARAPET CONCRETE PARAPET LF 112.92 LF 112.92 END BRIDGE E l e v . 969 . 18 P VC S t a . a 1554 +22 . 7 Elev. 970.72 PVI 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) ( P L ) C ON CR E TE P A R A P ET ( HAND R A I L T Y P E ) ( P L ) C ON CR ETE P A R A P ET ( HAND R A I L T Y P E ) 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 2 PHASES) (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 . 055 % +1.00% E l e v . 936 . 28 P VT S t a . 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 Ø Ø Ø 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 EA INSTALLATION OF BRIDGE ITEMS Ø Ø 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

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