= 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