Digitally Signed 06/02/2015

Transcription

1 Digitally Signed 06/0/05

2 Digitally Signed 06/0/05

3 Digitally Signed 06/0/05

4 FED. ROAD DIST. NO. STATE FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS ARK. JOB NO QUANTITIES 5706 SUMMARY OF ESTIMATED QUANTITIES FOR JOB CODE NO. NAME PLATE TITLE UNIT OF STRUCTURE ITEM NO. SP- SP- ITEM BRIDGE CONSTRUCTION STEEL PILING (HPX5) SP-5 DRILLED SHAFT (78" DIA.) SP-6 CROSSHOLE SONIC LOGGING (78"DIA.) SP-6 CORING DRILLED SHAFT UNIT LUMP SUM EACH 075 X77 INTERSTATE 0 BENT NO. BENT NO. BENT NO. '-0" CONT. COMP. PLATE GIRDER UNIT 8 0 TOTALS FOR JOB NO For estimated quantities to be included in the Lump Sum Bid for the item "BRIDGE CONSTRUCTION", see Table below. Steel piles are required to be Grade 50 and have special points which wil l not be paid for directly but shal l be considered subsidiary to the item "STEEL PILING (HPx5)". Any preboring required for the instal lation of the piles shal l also be considered subsidiary to the item "STEEL PILING (HPx5)". ITEM "BRIDGE CONSTRUCTION" CODE NO. NAME PLATE TITLE UNIT OF STRUCTURE ITEM NO. ITEM 80 UNCLASSIFIED EXCAVATION FOR STRUCTURES- BRIDGE CLASS S CLASS S(AE) CONCRETE CONCRETE - BRIDGE - BRIDGE 80 CLASS PROTECTIVE SURFACE TREATMENT SP-8 & SP- SP-7 REINFORCING STEEL-BRIDGE (GRADE 60) EPOXY COATED REINFORCING STEEL (GRADE 60) METAL BRIDGE RAILING (TYPE H) TRANSITIONAL APPROACH RAILING STRUCTURAL STEEL IN PLATE GIRDER SPANS (M70-GR. 50) PAINTING STRUCTURAL STEEL ELASTOMERIC BEARINGS SILICONE JOINT SEALANT BRIDGE NAME PLATE (TYPE D) CONCRETE RIPRAP TEXTURED COATING FINISH ARCHITECTURAL FINISH SP- BRIDGE LIGHTING UNIT GALLON POUND POUND EACH POUND TON CUBIC INCH EACH SQUARE YARD SQUARE YARD LUMP SUM 075 X77 INTERSTATE 0 BENT NO. BENT NO. BENT NO. '-0" CONT. COMP. PLATE GIRDER UNIT ,,6,856, 5, ,, 50, //05 ::8 PM DRGOAD AHTD Bridge WORKSPACE: L:\0\ Cantre l Field Access\Drawings\6TH_ST\B08057_Q.dgn : TOTALS FOR JOB NO Paint shal l conform to Federal Standard 595B, Color Chip No. 708, Black The Summary of Estimated Bridge Quantities is provided for informational purposes only. This Summary is to be used only as a comparison to the Contractor's independent material take-off. The Contractor may not rely upon or make any claim against the Owner or the Engineer with respect to the accuracy of the estimated Bridge Quantities. The Contractor wil l remain solely responsible for the estimation of the materials necessary to complete the project ,880 67,50 5, , ,.0 Revised reinforcing steel in Bent No., DRG Checked by JHR 66 Digitally Signed 06/0/05 BRIDGE ENGINEER, SCHEDULE OF BRIDGE QUANTITIES I-0/6TH ST. OVERPASS (CONWAY) (S) FAULKNER COUNTY ARKANSAS STATE HIGHWAY COMMISSION DRAWN BY: DRG CHECKED BY: JHR DESIGNED BY: DRG ROUTE SEC. LITTLE ROCK, ARK. : MAR. 05 FILENAME: : MAY 05 SCALE: : MAR DRAWING NO B08057_Q.dgn No Scale

5 FED. ROAD DIST. NO. STATE FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS ARK. JOB NO END BENT DETAILS '- " 0'-0ƒ" Elev. 5. " '-0" " Wing A 9"+ or B60 B07 '- " 6'- Sidewalk Face Of Curb See "TYPICAL ANCHOR BOLT LAYOUT" On Dwg. No Š " 8'- To Gutterline Elev..5 Front Face Of Backwal l Note: Finish top of backwal l to match the bridge deck. At Gutterline 5 00'00" '-8 " '- " '-7" " '-7" CL Bridge Slope Intercept Sta Begin Bridge Sta Elev..56 Elev..6 Front Face Of Backwal l '-0" Stations Increase '-" Elev..8 Front Face Of Backwal l Face Of Curb Gutterline Š " CL Bearing CL Joint 6'- Sidewalk 9"+ or B605 '- " B07 " '-0" Wing B " '-7" Typ. '- 5'-0" '-0" '- See "ROUNDING DETAIL" on dwg. no Measured to Working Point - See "ROUNDING DETAIL" on dwg. no Metal railing not shown for clarity. For details see dwg. no '-0 " '-6 " '-0 " CL Joint '- '-0" '-6 " '-ˆ " No. 0 No. 9 No. 8 No. 7 No. 6 No. 5 No. No. No. No. Elev.. Girder Spacing '-6 " '- " '-0 " '- " Riser Spacing 7'-0" 8'-9" 8'-9" 8'-9" 9'-0" 9'-0" 8'-9" 8'-9" 8'-9" 7'- " Pile Spacing '-8ˆ" 6'-7 " 6'-7 " 6'-7 " 6'-7 " 6'-7 " 6'-7 " 6'-Š" 6'-7 " 6'-7 " 6'-7 " 6'-7 " 6'-7 " '-8ˆ" " 8'-0 " PLAN - END BENT NO. Scale: " = '-0" 7Š" 5 - O.C. B0 Spaced With B50 (Top Of Backwal l) " Required Construction Joint (Level) B08 EF B0 EF See "SIDEWALK AND CURB DETAIL" On Dwg. No " B Level Line Optional Construction Joint Level Line 8ƒ " '-0" Min. Lap #5 Bars: '- Min. Lap #8 Bars: '- Min. Lap B0 EF A B08 EF Required Construction Joint (Level) C B0 B0 C 8 - B0 Spaced With Every B50 & B50 '-0 " B60 ˆ " 6-B80 " B50 EF 6-B06 " " " 6-B05 " 6-B0 " B50 EF 6-B0 " 6-B0 6-B80 Š " B60 Elev. 8. '-0" HPx5 Steel Piling 6-B80 B Level 6-B80 A B50 Centered Over Pile 6//05 ::9 PM DRGOAD AHTD Bridge WORKSPACE: L:\0\ Cantre l Field Access\Drawings\6TH_ST\B08057_A.dgn : B50 (Tie Spacing) " Pile Spacing + '- 7 9" '- 7 9" '- 7 9" '- 7 9" '- 7 9" '- 7 9" '- 7 9" '- 7 9" '- 7 9" '- 7 9" '- 7 9" '- 7 9" '- '-8ˆ" 6'-7 " 6'-7 " 6'-7 " 6'-7 " 6'-7 " 6'-7 " 6'-7 " 6'-7 " 6'-7 " 6'-7 " 6'-7 " 6'-7 " '-8ˆ" End bent piling shal l not be driven until the waiting period has elapsed. See LAYOUT for more information. Al l concrete shal l be Class "S" and be poured in the dry. Al l exposed corners to be chamfered ƒ" unless otherwise noted. Al l reinforcing steel shal l conform to AASHTO M or M5 M Type A, Gr. 60 (Yield Strength = 60,000 psi). Structural steel in end bents shal l be AASHTO M70, Gr. 50 and shal l be paid for as "BRIDGE CONSTRUCTION." Structural Steel shal l be cleaned and painted in accordance with Section 807. The color of the paint shal l be Black and shal l match Fed. Std. 595B, Color Chip No GENERAL NOTES If anchor bolts are dril led into cap, top reinforcing bars shal l be properly placed to avoid damage. For additional information, see LAYOUT. Class Protective Surface Treatment shal l be applied to the top of backwal l. Class Textured Coating shal l be applied in accordance with SP "TEXTURED COATING FINISH". ELEVATION - END BENT NO. (Looking Back) Scale: " = '-0" Replaced "M5" with "M Type A", DRG Checked by JHR LEGEND NOTES: For "BAR LIST" & "BAR BENDING DIAGRAMS", see Dwg. No.5707 EF = Each Face For "SECTION A-A", "B-B", & "VIEW C-C", see Dwg. No For details of wing & rail, see Dwg. No For details of elastomeric bearing pads, see Dwg. No Note: The Backwal l Above The Required Construction Joint Shal l Not Be Poured Until The Girders Are In Place. Backwal l May Be Placed Prior To Placing The Adjacent Concrete Deck Only If The Optional Backwal l Construction Joint Is Used. See "DETAILS FOR BLOCKING EXPANSION JOINT DEVICE" On Dwg No. For Additional Information. + " Digitally Signed 06/0/05 BRIDGE ENGINEER SHEET OF DETAILS OF END BENT NO. ARKANSAS STATE HIGHWAY COMMISSION DRAWN BY: HEW CHECKED BY: LIC DESIGNED BY: SRY ROUTE SEC. LITTLE ROCK, ARK. : MAR. 05 FILENAME: : APR. 05 SCALE: : JAN DRAWING NO B08057_A.dgn As Shown

6 FED. ROAD DIST. NO. STATE FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS B00 " B505 B50 B00 " Œ " " ARK JOB NO. 075 INT. BENT DETAILS BAR LIST - PER BENT MARK NO. REQ'D LENGTH "A" "B" P.D. B00 B507 (Typ. U.N.O.) B50 B00 B50 B50 B506 B50 B50 B '-" 5'-0" '-7 " '-0" '-9" '-8" 8'- '-8" '-8" '-8" '- " " " 6 Equal Spaces Varies (5'-0" Min.) 6 Equal Spaces 5'-9" B50 B508 " 5'-0" B50 B505 B506 B507 B '-" 7'-" 8'-5" '- 9'-5" '- " '-7" '-7" '- '- " " -B00 Lapped w/ -B00 " -B00 Lapped w/ -B00 " B00 B00 8'-" 6'-9" 0" -B00 Lapped w/ -B00 " -B00 Lapped w/ -B00 " B00 B00 5'-" 7'-7" SECTION A-A SECTION B-B VIEW F-F C50 68 '-0" '-0" '-0" ƒ" Scale: ƒ" = '-0" Scale: ƒ" = '-0" Scale: ƒ" = '-0" C50 7 '-8" '- '- ƒ" 0 - C90 Extended 5'-9" Into Dril led Shaft S50 - S O In Two Bar Bundles Equal ly Spaced C " Min. Schedule 0 Steel Pipes Equal ly Spaced. See SP "NONDESTRUCTIVE TESTING OF DRILLED SHAFTS" D00 Lapped w/ D00 Stations Increasing " 8" Revised B50 bar length, DRG Checked by JHR D60 & D60 '- (Out-To-Out) '-8" '-8" " " (Each Side) C90 C90 D60 D60 D60 D60 D '-9" 7'-7" '-0" '-" '-7" '-8" 7'-0" '-" '- 8 '-7" 8'-" " " " D60 D70 '-" D70 Lapped w/ D70 (Typ. U.N.O.) '- (Out-To-Out) " D60 C50 C50 0-C90 0-C90 D70X Or D00X CL Bent & CL Crashwal l D00 8'-" D00 0'-9" S50 0 8'-8" ƒ" D60 Spaced w/ D60 D60 & D60 D70X Or D00X S 0 8 7'-8" BAR BENDING DIAGRAM 6//05 ::9 PM DRGOAD AHTD Bridge WORKSPACE: L:\0\ Cantre l Field Access\Drawings\6TH_ST\B08057_B.dgn : C50 0-C90 " 6'- Diameter Dril led Shaft SECTION D-D Scale: ƒ" = '-0" '- SECTION E-E Scale: ƒ" = '-0" U.N.O. = Unless Noted Otherwise '- LEGEND D60 " (Typ. U.N.O.) D00 Lapped w/ D00 Maintain " clr. side cover to avoid conflict w/c90 bars. See "SECTION H-H" for details. D60 Spaced w/ D60 " SECTION G-G Scale: ƒ" = '-0" 5 Equal Spaces 8" '-0" '- GENERAL NOTES SECTION H-H Scale: ƒ" = '-0" '- CL Column & CL Dril led Shaft Al l concrete shal l be Class "S" with a minimum 8-day compressive strength f'c = 500 psi. Concrete shal l be poured in the dry and al l exposed corners shal l be chamfered ƒ" unless otherwise noted. Al l reinforcing steel shal l conform to AASHTO M or M Type A, Grade 60 (Yield Strength = 60,000 psi) except as noted otherwise. Reinforcing bars in top of cap shal l be properly placed to avoid interference with anchor bolts or sheet metal sleeves. For construction methods, materials, measurement and payment of dril led shafts, see SP "DRILLED SHAFT FOUNDATIONS", For additional information, see Layout. D60 & Dbl. D60 (Typ. Each Side) Non-Pay Item - Subsidiary to SP "DRILLED SHAFT FOUNDATION". Concrete and reinforcing steel in dril led shafts wil l not be paid for directly but wil l be included in the unit price of "DRILLED SHAFT (78" Dia.)". Digitally Signed 06/0/05 BRIDGE ENGINEER (B50) " (D60) 6 " 5'- S50 "A" B50 & D60 NOTE: Dimensions of bars are out-to-out. HEW JHR DRG SHEET OF DETAILS OF INTERMEDIATE ARKANSAS STATE HIGHWAY COMMISSION DRAWN BY: "B" 7 " CHECKED BY: DESIGNED BY: '-" D60 "A" B50, B50, B506, B508 & D60 BENT NO. ROUTE LITTLE ROCK, ARK. : FEB. 05 FILENAME: B08057_B.dgn : MAR. 05 : JAN. 05 SEC. SCALE: 075 DRAWING NO "B" " "B" " 6'- " B00 "A" 6 " C50 & C50 As Shown