SECTION III COMPUTATION BOOK MODEL FOR … book model for new bridge construction project . ... /county road no 581 (bruce b downs) flyover. bridge no ... 455-34-5 prestessed concrete

SECTION III

COMPUTATION BOOK MODEL FOR NEW BRIDGE CONSTRUCTION PROJECT

PROJECT COMPUTATION BOOK

FINANCIAL PROJECT NO. 408460-1-52-01

HILLSBOROUGH COUNTY

I-75 (SR 93A)/COUNTY ROAD 581 (BRUCE B. DOWNS) FLYOVER FROM THE HILLSBOROUGH RIVER TO

NORTH OF THE I-75/CR 581 INTERCHANGE NOTICE: THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE SIGNED AND SEALED UNDER RULE 61G15-23.003, F.A.C. PLAN QUANTITY CONCEPT SIGNATURE THE DESIGN ENGINEER RESPONSIBLE FOR CALCULATIONS: ALL SUPPORT MEASUREMENTS AND COMPUTATIONS HAVE BEEN INCLUDED FOR ALL PLAN QUANTITY ITEMS WITHIN THIS COMPUTATION BOOK.

Revision 1: 8/03/06 RH Revised Sheets: 1-4, 11, 16,17,19, 21, 35-37, 76 Revision 2: 2/09/07 RWJ Revised Pay Items: 102-60,102-71-27,102-74-1,102-74-2,102-76,102-99, 425-2-61,425-2-91,430-171-129,430-171-229,575-1-1

PREPARED BY:

URS Corporation Southern 7650 West Courtney Campbell Causeway Tampa, FL 33607-1462 (813) 286-1711

Added Pay Item 730-76-122 Revision 3: 4/27/07 RWJ Revised Pay Items: 102-60,102-71-11,102-74-1,102-79,102-89-7,102-911-1, 102-911-2,339-1,430-171-140,430-171-147 PREPARED BY: Robb Hideck ENGINEER OF RECORD: Robert W. Joel, P.E. CHECKED BY: Robert W. Joel, P.E. DATE: April 27, 2007 P.E. NO.: 52479

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NOTE: Designer has option to sign coversheet instead of individual Comp Book Sheet

1-75 (SR 93A)/COUNTY ROAD NO 581 (BRUCE B DOWNS) FLYOVERBRIDGE NO. 100712

INDEX

DESCRIPTION PAGE NUMBER

COMPUTATION BOOK PAY ITEM SUMMARY SHEET - BRIDGE 100712 (TOTAL) 1 to 2PLAN AND ELEVATION - BRIDGE 100712 3 to 3C400-2-4 CONCRETE CLASS II (SUPERSTRUCTURE) 4 to 4H400-2-10 CONCRETE CLASS II (APPROACH SLABS) 5 to 5B400-4-5 CONCRETE CLASS IV (SUBSTRUCTURE) 6 to 6AB400-4-25 CONCRETE CLASS IV (MASS-SUBSTRUCTURE) 7 to 400-9 BRIDGE DECK GROOVIG AND PLANING (DECK THICKNESS 8.5" OR 8 to 8A415-1-4 REINFORCED STEEL (SUPESTRUCTURE) 4 to 4H415-1-5 REINFORCED STEEL (SUBSTRUCTURE) 6 to 6AB415-1-9 REINFORCE STEEL (APPROACH SLABS) 5 to 5B455-34-5 PRESTESSED CONCRETE PILING (24" SQ.) 9 to 9B455-133-2 STEEL SHEET PILING (TEMPORARY-CRITICAL) 10 to 10A455-137 TEST LOAD (DYNAMIC) 11 to 11455-143-5 TEST PILES (PRESTRESSED CONCRETE) (24" SQ.) 12 to 12459-71 POLYETHYLENE SHEETING ON CONCRETE PILES 13 to 13A460-2-2 STRUCTURAL STEEL (LOW ALLOY) 14 to 14M460-7-5 EXPANSION JOINT SEAL (MODULAR) 15 to 15A461-113-17 MULTIROTATIONAL BEARING ASSEMBLY-FIXED (1501-1750 KIPS) 16 to 16A461-113-19 MULTIROTATIONAL BEARING ASSEMBLY-FIXED (>=2001 KIPS) 17 to 17461-114-14 MULTIROTATIONAL BEARING ASSEMBLY-EXPANSION (751-1000 KIPS) 18 to 18461-114-19 MULTIROTATIONAL BEARING ASSEMBLY-EXPANSION (>=2001 KIPS) 19 to 19506-2 BRIDGE DRAIN PIPING 20 to 20D506-3 BRIDGE DRAINS 21 to 21521-5-1 CONCRETE TRAFFIC RAILING BARRIER (32" F-SHAPE) 22 to 22A521-5-2 CONCRETE TRAFFIC RAILING BARRIER (42" F-SHAPE) 23 to 23A521-8-1 CONCRETE TRAFFIC RAILING BARRIER (RETAINING WALL SYSTEM MOUNTED

WITH SLEEPER SLAB) (32" F-SHAPE) 24 to 24A524-2-2 SLOPE PAVEMENT CONCRETE (4") 25 to 25A548-12 RETAINING WALL SYSTEM (PERMANENT) (EXCLUDINGBARRIER) 26 to 26D548-13 RETAINING WALL SYSTEM (TEMPORARY) (EXCLUDINGBARRIER) 27 to 27C

1

UNIT MEASURE

S.A. No. PAY ITEM DESCRIPTION

Hum. Bird Doc. No. Or

Page No.Item Paid Amount Line Item Adjusted

Amount

2,775.100 CY 400 2 4 CONC CLASS II, (SUPERSTRUCTURE) 4 $ 611.1500 $ 1,696,002.37110.200 CY 400 2 10 CONCRETE CLASS II, (APPROACH SLABS) 5 $ 331.3900 $ 36,519.1876.100 CY 400 4 5 CONCRETE CLASS IV, (SUBSTRUCTURE) 6 $ 1,610.2800 $ 122,542.31

2,438.000 CY 400 4 25 CONCRETE CLASS IV, MASS, SUBSTRUCTURE 7 $ 450.9200 $ 1,099,342.968,906.000 SY 400 9 BRIDGE DECK GROOVING & PLANING, (DECK 8.5"&>) 8 $ 4.1700 $ 37,138.02

868,716.000 LB 415 1 4 REINFORCING STEEL - (SUPERSTRUCTURE) 4 $ 0.8400 $ 729,721.44457,647.000 LB 415 1 5 REINFORCING STEEL- (SUBSTRUCTURE) 6 $ 0.8400 $ 384,423.48

21 498 000 LB 415 1 9 REINFORCING STEEL- (APPROACH SLABS) 5 $ 0 8400 $ 18 058 32

UNIT PRICETotal Item

Paid Amount

Page No.

FORM 700-050-10CONSTRUCTION

05/08

FINAL QUANTITY ITEM CODE

COMPUTATION BOOK PAY ITEM SUMMARY SHEETSTATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION

Date:Contract ID:

Fin Proj. Regular Work Paid:

Fin. Proj. ID: Managing District: FAP No.

2/15/20067102 408460-1-52-01 7

$ 21,433,152.93

21,498.000 LB 415 1 9 REINFORCING STEEL- (APPROACH SLABS) 5 $ 0.8400 $ 18,058.3221,712.000 LF 455 34 5 PRESTRESSED CONCRETE PILING, (24" SQ) 9 $ 103.5200 $ 2,247,626.242,079.000 SF 455 133 2 SHEET PILING STEEL, (TEMPORARY-CRITICAL) 10 $ 7.2500 $ 15,072.75

16.000 EA 455 137 TEST LOAD- (DYNAMIC) 11 $ 2,360.1100 $ 37,761.761,865.000 LF 455 143 5 TEST PILES-(PRESTRESSED CONCRETE) (24" SQ) 12 $ 145.5500 $ 271,450.75

850.000 SY 459 71 PILES, POLYETHYLENE SHEETING 13 $ 4.5000 $ 3,825.001.000 LS 460 2 2 STRUCT STEEL, (LOW ALLOY) 14 $ 12,787,000.0000 $ 12,787,000.00

92.000 LF 460 7 5 EXPANSION JOINT SEAL, (MODULAR) 15 $ 541.0000 $ 49,772.002.000 EA 461 113 17 MULTIROTATIONAL BEARING ASSEM-FIXED, (F&I) (1501-1750 KIPS) 16 $ 15,281.8800 $ 30,563.762.000 EA 461 113 19 MULTIROTATIONAL BEARING ASSEM-FIXED, (F&I) (>= 2001KIPS) 17 $ 17,232.4200 $ 34,464.844.000 EA 461 114 14 MULTIROTATIONAL BEARING ASSEM EXP, (F&I) (751- 1000KIPS) 18 $ 14,546.7500 $ 58,187.008.000 EA 461 114 19 MULTIROTATIONAL BEARING ASSEM-EXP,(F&I) (>=2001KIPS) 19 $ 25,007.5400 $ 200,060.32

272.000 LF 506 2 BRIDGE DRAINAGE PIPE 20 $ 71.8400 $ 19,540.484.000 EA 506 3 BRIDGE DRAINS 21 $ 3,923.5100 $ 15,694.04

120.000 LF 521 5 1 CONCRETE TRAFFIC RAILING, BRIDGE (32" F - SHAPE) 22 $ 85.5800 $ 10,269.603,578.000 LF 521 5 2 CONCRETE TRAFFIC RAILING, BRIDGE (42" F - SHAPE) 23 $ 89.3300 $ 319,622.741,364.000 LF 521 8 1 CONCRETE TRAFFIC RAILING BARRIER, (RET WALL SYS) (32" F) 24 $ 284.6800 $ 388,303.52

28.000 SY 524 2 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, (4") 25 $ 80.9400 $ 2,266.3225,538.000 SF 548 12 RETAINING WALL SYSTEM, (PERMANENT) EXCLUDING BARRIER 26 $ 27.7300 $ 708,168.747,317.000 SF 548 13 RETAINING WALL SYSTEM,(TEMPORARY) EXCLUDING BARRIER 27 $ 15.0000 $ 109,755.00

PAGE TOTAL $ 21,433,152.93

4,762.34$


05/08

AMOUNTADJUSTMENT DESCRIPTIONADJUSTMENT DESCRIPTION AMOUNTGASOLINE

COMPUTATION BOOK PAY ITEM SUMMARY AND CERTIFICATION SHEETSTATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION

COMPUTATION BOOK PAY ITEM SUMMARY AND CERTIFICATION SHEET

CONTRACT ADJUSTMENTS

DIESEL

BITUMINOUS MATERIAL

DIESEL

BITUMINOUS MATERIALSTEEL ADJUSTMENTSLIQUIDATED SAVINGSLIQUIDATED DAMAGES

ADJUSTMENT DESCRIPTION

CONTRACT ID: FIN PROJ ID:

DATE:

Page No. 2

MANAGING DISTRICT: FAP NO.

2/15/2006

7102 408460-1-52-01 7

INCENTIVES/DISINCENTIVES

4,762.34$

21,437,915.27$

I CERTIFY, BASED ON MY PERSONAL KNOWLEDGE AND WELL-FOUNDED BELIEF, THE QUANTITIESARE ACCURATE AND CONFORM TO THE CONTRACT, PLAN DIMENSIONS, SPECIFICATIONTOLERANCES, MANUALS, AND THAT THIS FINAL ESTIMATE, AS SUBMITTED, IS TRUE AND CORRECT.

the Final Estimates Package, as submitted, in accordance with Chapter 4 of the R & AM.DFEO USE ONLY

COURT ORDERS

NO EXCUSE BONUS

DAMAGE RECOVERY

Johnny Vaseline 7/11/2006

PAR REVIEWS

LANE RENTALARBITRATION ORDERS

TOTAL AMOUNT OF CONTRACT ADJUSTMENTS

TOTAL AMOUNT OF CONTRACT (w/Cont. Adj.)

This block shall be signed by an F.E. Qualified Person(s) responsible for the accuracy of CERTIFICATION STATEMENT:

Title: Signature:And/OrTitle: Signature:

Signed Manor MajorsProject Administrator (Print):

Signed

Resident Engineer (Print):

Willie B. Long

Per R & AM, Chapter 4

Reviewer's Signature Date:

Manor Majors

Willie B. Long

Johnny JohnsOffice Engineer

Project Administrator Manor Majors

...\struct\B1PlanElev01.dgn 9/5/2007 3:15:38 PM

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Page 3A

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Page 3B

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Page 3C

Page No.

NO.COMPONENT R

NAME E VOLUME VOLUME OVER/UNDER WEIGHT WEIGHT OVER/UNDERQ {CY) {CY) RUN {LB) {LB) RUN

Bridge 100712

Superstructure 2,775.1 See Page 4A - 4H for 2,775.1 868,716 See Designback-up documents Page 4A-4H

DESIGN ORIGINAL

PAY ITEM DESCRIPTION CONC CLASS II(SUPERSTRUCTURE) PAY ITEM DESCRIPTION REINF STEEL (SUPERSTRUCTURE)

REF. REMARKS.REFERENCE/REMARKS REMARKS.

FORM 700-050-07 CONSTRUCTION

06/02

STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION

CONCRETE AND REINFORCING STEEL COMPUTATIONS

PAY ITEM NO. 400-2-4415-1-4PAY ITEM NO.

REFERENCE/REMARKS

DESIGN ORIGINALCONSTRUCTION FINAL CONSTRUCTION FINAL

REF.

4

back up documents Page 4A 4H

2,775.1 <PAGE TOTAL> 2,775.1 868,716 <PAGE TOTAL> 868,716<PROJECT GRAND> <PROJECT GRAND>

<TOTAL> <TOTAL>868,716 868,7162,775.1 2,775.1

Construction Option:Place Designer quantity or place check mark if final quantity does not change.

Not Showing all back‐up

data

Signature: Thomas S. Peaske Print Name: Thomas S. Peake

CONCRETE: STEEL:

Plan Quantity Item.

NOTES FOR EXPLANATION OF OVER/UNDER RUN

If the above item is under the Plan Quantity Concept, then the block below must be appropriately filled out.

Design Engineers Responsible for Calculations: All support measurements and computations have been included for thisPlan Quantity Concept Signature Block

Page No. 5

NO.COMPONENT R


Bridge 100712

Approach Slab 1 55.1 See Page 5A - 5C 10,749 See DesignPage 5A - 5C

DESIGN ORIGINAL

PAY ITEM DESCRIPTION CONC CLASS II (APPROACH SLABS) PAY ITEM DESCRIPTION REINF STEEL (APPROACH SLABS)



06/02




REFERENCE/REMARKS


REF.

Page 5A 5CApproach Slab 2 55.1 See Page 5A - 5C 10,749

110.2 <PAGE TOTAL> 110.2 21,498 <PAGE TOTAL> 21,498<PROJECT GRAND> <PROJECT GRAND>

<TOTAL> <TOTAL>21,498 21,498110.2 110.2


Not showing all back‐up

Signature: Johnson Duvall Print Name: Johnson Duvall

CONCRETE: STEEL:

Plan Quantity Item.



Design Engineers Responsible for Calculations: All support measurements and computations have been included for this

Plan Quantity Concept Signature Block

Page No. 6

NO.COMPONENT R


Bridge 100712 See Design Calc. See Design Calc.Pages 6A - 6AH Pages 6A - 6AH

EB 1 27.1 12,884Pier 2 0 9 102 241

DESIGN ORIGINAL

PAY ITEM DESCRIPTION CONC CLASS IV (SUBSTRUCTURE) PAY ITEM DESCRIPTION REINF STEEL (SUBSTRUCTURE)



06/02




REFERENCE/REMARKS


REF.

Pier 2 0.9 102,241Pier 3 0.9 70,400Pier 4 0.9 72,290Pier 5 17.6 59,307Pier 6 0.9 67,986Pier 7 0.7 59,689EB 8 27.1 12,850

76.1 <PAGE TOTAL> 76.1 457,647 <PAGE TOTAL> 457,647<PROJECT GRAND> <PROJECT GRAND>

<TOTAL> <TOTAL>457,647 457,64776.1 76.1


data


data


Signature: Print Name:

CONCRETE: STEEL:

Plan Quantity Item.



Design Engineers Responsible for Calculations: All support measurements and computations have been included for thisPlan Quantity Concept Signature Block

Page No. 7

FORM 700-050-07 STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION

CONCRETE AND REINFORCING STEEL COMPUTATIONS CONSTRUCTION 06/02


PAY ITEM NO. 400-4-25PAY ITEM NO.

NO.COMPONENT R

NAME E VOLUME VOLUME OVER/UNDER WEIGHT WEIGHT OVER/UNDER

PAY ITEM DESCRIPTION CONC CLASS IV (MASS)(SUBSTRUCTURE) PAY ITEM DESCRIPTION


REF REMARKSREFERENCE/REMARKS REMARKSREFERENCE/REMARKS REF

DESIGN ORIGINAL

Q {CY) {CY) RUN {LB) {LB) RUN

EB 1 64.8Pier 2 590.4Pier 3 377 3

REF. REMARKS.REFERENCE/REMARKS REMARKS.REFERENCE/REMARKS REF.

Pier 3 377.3Pier 4 385.6Pier 5 258.9Pier 6 339.8Pier 7 356.4Pier 7 356.4EB 8 64.8

Construction Option:Place Designer quantity or place check mark if final quantity does not change

2,438.0 <PAGE TOTAL> 2,438.0 <PAGE TOTAL><PROJECT GRAND> <PROJECT GRAND>

<TOTAL> <TOTAL>2 438 0 2,438.0

quantity does not change.

<TOTAL> <TOTAL>

Signature: Robert T. Gaskins Print Name: Robert T. GaskinsPlan Quantity Item

2,438.0


Design Engineers Responsible for Calculations: All support measurements and computations have been included for this

2,438.0


STEEL:

Plan Quantity Item.


CONCRETE:

Page No. 8

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION AREA COMPUTATIONS PAY ITEM NO. 400-9

PAY ITEM DESCRIPTION BRIDGE DECK GROOVING AND PLANING (DECK THICKNESS 8.5” OR GREATER)

STATION TO STATION

TRAV.OR

PAGE NO.

S I

D E

DESIGN ORIGINAL CONSTRUCTION FINAL

WIDTH

LENGTH

CURVE CORR.(+/-)

AREA ( S.Y. )

REMARKS

WIDTH

LENGTH

AREA ( S.Y. )

REMARKS

BRIDGE 100712 8,906 See Bridge Plan

8,906

See designer page 8-A

Sheet # B - 6

No changes

Note # 3

8,906 = PAGE TOTAL < 8,906

8,906 = PROJECT GRAND TOTAL <

8,906 If the above item is under the Plan Quantity Concept, then the block below must be appropriately filled out.

Plan Quantity Concept Signature Block Design/Engineers Responsible for Calculations: All support measurements and computations have been included for this Plan Quantity item.


NOTES FOR EXPLANATION OF OVER/UNDER RUN:

RECYCLED PAPER

FORM 700-050-01 CADD FORM 1

CONSTRUCTION 11/98

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B

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Page 8-A

Page No._________

FORM 700-050-08STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION

PILING TABULATION

9

PAY ITEM NO. 0455 34 5

PAY ITEM DESCRIPTION PRESTRESSED CONCRETE PILING 24" SQ


11/07

PILING TABULATION

STRUCTURE IDENTIFICATION: Bridge 100712

PAY ITEM DESCRIPTION

NO. LENGTH TOTAL OVER OR UNDER RUNREQ'D EACH LENGTH AUTHORIZED INSTALLED FROM DESIGN ORIGINAL

PRESTRESSED CONCRETE PILING, 24" SQ

DESIGN ORIGINAL QUANTITY CONSTRUCTION FINAL QUANTITY

REFERENCE/REMARKSSTRUCTURE COMPONENT IDENTIFICATION REFERENCE/REMARKS

LINEAR* LINEAR* LINEAR* LINEAR* LINEAR*(LF) (LF) (LF) (LF) (LF)

EB 1 12 138 00 1 656 0 138 00 1 721 00 65 00See Designer Calculations

REFERENCE/REMARKSIDENTIFICATIONEA

REFERENCE/REMARKS

EB 1 12 138.00 1,656.0 138.00 1,721.00 65.00Pier 2 43 93.00 3,999.0 85.00 4,010.00 11.00 See Pile Driving FieldPier 3 26 100.00 2,600.0 100.00 2,656.00 56.00 Book # 20001 Page 78Pier 4 26 100.00 2,600.0 85.00 2,586.00 -14.00 for final tabulationPier 5 30 125.00 3,750.0 125.00 3,775.00 25.00

See Designer CalculationsPage 9-A & 9-B

Pier 5 30 125.00 3,750.0 125.00 3,775.00 25.00Pier 6 26 100.00 2,600.0 85.00 2,597.00 -3.00Pier 7 28 95.00 2,660.0 95.00 2,678.00 18.00EB 8 12 136.00 1,632.0 136.00 1,689.00 57.00

Field Book For Reference Only

21 497 21 712< PAGE TOTAL >*PROVIDE APPROPRIATE UNITS FOR THIS ITEM AS SHOWN 21,497 21,71221,497 21,712

< PAGE TOTAL >< PROJECT GRAND TOTAL >

EXPLANATION OF OVER/UNDER RUN (DESIGN ORIGINAL/FINAL PAY LENGTH)

*PROVIDE APPROPRIATE UNITS FOR THIS ITEM AS SHOWN

IN CONTRACT (i.e. LF, M1).

PILING AUTHORIZED:Overrun of 215 LF is due to the differnce between estimated lengths versus the required depth piles were driven to obtain specific bearing. This includes Pile

PILING INSTALLED:

Cut-Off's and splices.

Underrun of 38 LF is due to the difference between estimated lengthsversus the actual approved authorized lengths.

EXTRA NOTES / REMARKS:

Page No.________

PAY ITEM NO. 0455133 2

TRAV. SOR I

PAGE D CURVE AREA AREANO. E CORR(+/-) (SF) (SF)

Bridge 100712

TW-1 42.00 55.18 2,318 42.00 49.50 2,079 See F.B. # 3 - Page 20


AREA COMPUTATIONS FORM 700-050-01CONSTRUCTION

09/07

DESIGN ORIGINAL


WIDTHWIDTH LENGTH LENGTH

CONSTRUCTION FINAL

SHEET PILING STEEL, TEMPORARY-CRITICAL

REMARKS REMARKSSTATION TO STATION

10

For Reference Only

Final quantity change due

to utility conflict

See Page - 10A

2,318 2,079

2 318 < PROJECT GRAND TOTAL >< PAGE TOTAL >

2,318 2,079



< PROJECT GRAND TOTAL >If the above item is under the Plan Quantity Concept, then the block below must be appropriately filled out.

NOTES FOR EXPLANATION OF OVER/UNDER RUN: This quantity underran 239 SF due to a utility conflict which required a field change.

Design Engineers Responsible for Calculations: All support measurements and computations have been included for this Plan Quantity item.


This quantity changed due toconflict with utility.Length = 49' 5"

Page 10 A

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William C. Norman 3/7/2007

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CHANGES ARE TO BE SIGNED, SEALED & DATED BY RESPONSIBLE ENGINEER

Page No._________

OVER/UNDERRUN

Bridge 100712

End Bent 1 1 EA 2 EA 1.0 See Pile Driving Book Pier 2 2 EA 2 EA # 2001, Page No. 27Pi 3 2 EA A f fi l


SIDELOCATION LENGTH*, COMPONENT WEIGHT*, ORNUMBER PER HOUR, DAY, EACH

LENGTH*, COMPONENT WEIGHT*, ORNUMBER PER HOUR, DAY, EACH


REMARKS


LINEAR MEASUREMENT, COMPONENT WEIGHT, PER HOUR, PER DAY OR PER EACH COMPUTATIONS

REFERENCE

PAY ITEM NO. 455-137


06/02

TEST LOAD(DYNAMIC)

REFERENCES/REMARKS

11

Pier 3 2 EA 2 EA for final.Pier 4 2 EA 2 EAPier 5 2 EA 2 EAPier 6 2 EA 3 EA 1.0 See Pile Driving Book Pier 7 2 EA 2 EA # 2001, Page No. 27End Bent 8 1 EA 1 EA for final.

14 EA 16 EA14 EA 16 EASHOWN IN CONTRACT (I e LF M1 LB KG )

*PROVIDE APPROPRIATE UNITS FOR THIS ITEM AS

< PROJECT GRAND TOTAL >< PAGE TOTAL >

Field BookFor Reference only

14 EA 16 EA


SHOWN IN CONTRACT (I.e. LF, M1, LB, KG,)

Design Engineers Responsible for Calculations: All support measurements and computations have been



included for this Plan Quantity item.

NOTES FOR EXPLANATION OF OVER/UNDER RUN Overrun due to requiring additional data for dynamic testing.

< PROJECT GRAND TOTAL >

Page No._________

FORM 700-050-08STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION

PILING TABULATION

12




11/07

PILING TABULATION

STRUCTURE IDENTIFICATION: Bridge 100712

TEST PILES PRESTRESSED CONCRETE 24" SQPAY ITEM DESCRIPTION

NO. LENGTH TOTAL OVER OR UNDER RUNREQ'D EACH LENGTH AUTHORIZED INSTALLED FROM DESIGN ORIGINAL

REFERENCE/REMARKS REFERENCE/REMARKS

TEST PILES-PRESTRESSED CONCRETE,24" SQ

DESIGN ORIGINAL QUANTITY CONSTRUCTION FINAL QUANTITY

STRUCTURE COMPONENT LINEAR* LINEAR* LINEAR* LINEAR* LINEAR*

(LF) (LF) (LF) (LF) (LF)

EB 1 1 153 153 160.0 171.00Pier 2 2 108 216 110 0 219 00 See Pile Driving Field

REFERENCE/REMARKS

See Designer Calculations

REFERENCE/REMARKSIDENTIFICATIONEA

Pages 9 A & 9 BPier 2 2 108 216 110.0 219.00 See Pile Driving FieldPier 3 2 115 230 115.0 258.00 Book # 20001 Page 78Pier 4 2 115 230 115.0 262.00 for final tabulationPier 5 2 140 280 140.0 270.00Pier 6 2 115 230 115 0 268 00

Pages 9-A & 9-B

Pier 6 2 115 230 115.0 268.00Pier 7 2 110 220 110.0 242.00EB 8 1 151 151 160.0 175.00

Field Book For Reference Only

1 710 1 865< PAGE TOTAL >*PROVIDE APPROPRIATE UNITS FOR THIS ITEM AS SHOWN 1,710 1,8651,710 1,865

< PAGE TOTAL >< PROJECT GRAND TOTAL >

*PROVIDE APPROPRIATE UNITS FOR THIS ITEM AS SHOWN

IN CONTRACT (i.e. LF, M1).

EXPLANATION OF OVER/UNDER RUN (DESIGN ORIGINAL/FINAL PAY LENGTH)

PILING AUTHORIZED:to minimum tip elevation and proper bearing was achieved.

PILING INSTALLED: The Overrun of 155 LF is due to test piling driven


Page No.__________


TRAV. SOR I

PAGE D CURVE AREA AREANO. E CORR(+/-) (SY) (SY)

EB 1 9-A 569 See Designer Calculations 569 See Field Book # 20002EB 2 9-A 281 Page 13-A 281 for final measured qty.


09/07


PILES, POLYETHYLENE SHEETING



AREA COMPUTATIONS

STATION TO STATION


REMARKS REMARKS

13

850 850850 850< PROJECT GRAND TOTAL >

< PAGE TOTAL >

Field BookFor Reference Only

850 850








Page No._________

PAY ITEM NO.

1 LUMP SUMPAY ITEM DESCRIPTION

VOLUME WEIGHT ITEMS LINEAR ITEMSAREA ITEMS


SECONDARY UNIT COMPUTATIONS

DESIGNER QUANTITY (WITH SECONDARY UNITS, SEE BELOW)CONSTRUCTION FINAL QUANTITY

CONSTRUCTION FINAL

EA ITEMS

DESIGN ORIGINAL


LUMP SUM QUANTITIES

DESIGNER QUANTITY (NO SECONDARY UNIT)CONSTRUCTION FINAL QUANTITY 1 Lump Sum

460-2-2

STRUCT STEEL (LOW ALLOY)


06/02

14

MISCELLANEOUS INCREASES ORVOLUME WEIGHT ITEMS* DECREASES

MEASURE MEASURE

Bridge 100712 6,426,932 See Designer NO CHANGES

CalculationsPages 14-Athru 14-M

STATION LOCATION

AREA

VOLUME WEIGHT ITEMS LINEAR ITEMSAREA ITEMS

LENGTHREFERENCES

EACHMEASURE

EA. ITEMS

WIDTHREFERENCES

LINEAR

Not showing all back up

data


Page No.____ ____

OVER/UNDERRUN

Bridge 100712

End Bent 1 46 LF See Designer Calculations No ChangePage 15-A





REMARKS



REFERENCE

PAY ITEM NO. 460-7-5


06/02

EXPANSION JOINT SEAL (MODULAR)

REFERENCES/REMARKS

15

Page 15 AEnd Bent 8 46 LF

92 LF 92 LF*PROVIDE APPROPRIATE UNITS FOR THIS ITEM AS < PAGE TOTAL >

Construction Option: Place Designer

quantity or place checkmark if final quantity does not change.

92 LF 92 LF









Page No._______

OVER/UNDERRUN

Bridge 100712

Pier 4 2 EA See Designer Calculations No ChangePage 16-A See page 16A


09/07

MULTIROTATIONAL BEARING ASSEM-FIXED, F&I, 1501-1750 KIPS

REFERENCES/REMARKS

CONSTRUCTION FINAL

REMARKS


SIDELOCATION



REFERENCE

PAY ITEM NO. 0461113 17

LENGTH*, COMPONENT WEIGHT*, OR

DESIGN ORIGINAL

NUMBER PER HOUR, DAY, EACHLENGTH*, COMPONENT WEIGHT*, OR

NUMBER PER HOUR, DAY, EACH

16

2 EA 2 EA2 EA A

< PAGE TOTAL >*PROVIDE APPROPRIATE UNITS FOR THIS ITEM AS

2 EA 2 EA

Signature: Print Name: included for this Plan Quantity item.








Page No._________

OVER/UNDERRUN

Bridge 100712No Changes

Pier 5 2 EA See Designer Calculations See Page 16APage 16-A

MULTIROTATIONAL BEARING ASSEM-FIX(F&I)( >=2001 KIPS)

REFERENCES/REMARKS



REFERENCE

PAY ITEM NO. 461-113-19


06/02



REMARKS



17

2 EA 2 EA2 EA 2 EA


2 EA 2 EA









Page No.________

OVER/UNDERRUN


End Bent 1 2 EA See Designer Calculations See Page 16AEnd Bent 8 2 EA Page 16-A





REMARKS



REFERENCE

PAY ITEM NO. 461-114-14


06/02

MULTIROTATIONAL BEARING ASSEM EXP(F&I)( 751-1000 KIPS)

REFERENCES/REMARKS

18

4 EA 4 EA4 EA 4 EASHOWN IN CONTRACT (I.e. LF, M1, LB, KG,)



4 EA 4 EA









Page No.____________

OVER/UNDERRUN


Pier 2 2 EA See Page 16APier 3 2 EA


06/02

MULTIROTATIONAL BEARING ASSEM EXP(F&I)( >=2001 KIPS)

REFERENCES/REMARKS

CONSTRUCTION FINAL

REMARKS



REFERENCE

PAY ITEM NO. 461-114-19



DESIGN ORIGINAL


SIDELOCATION

19

Pier 6 2 EAPier 7 2 EA

8 EA 8 EA< PAGE TOTAL >*PROVIDE APPROPRIATE UNITS FOR THIS ITEM AS

8 EA 8 EA

Signature: Print Name: included for this Plan Quantity item.







Page No.____________

OVER/UNDERRUN

Bridge 100712

EB 1 74 LF See Designer Calculations 74 LF Pier 2,7 AdditionalPier 2 62 LF Pages 20-A & 20-D 70 LF 8.0 pipe added forPier 6 70 LF 70 LF Field Change

BRIDGE DRAINAGE PIPING

REFERENCES/REMARKS



REFERENCE

PAY ITEM NO. 506-2


06/02



REMARKS



20

Pier 6 70 LF 70 LF Field ChangePier 7 51 LF 58 LF 7.0

See Field Book # 2001page # 67 formeasured quantities

257 LF 272 LF257 LF 272 LF< PROJECT GRAND TOTAL >

< PAGE TOTAL >*PROVIDE APPROPRIATE UNITS FOR THIS ITEM ASSHOWN IN CONTRACT (I.e. LF, M1, LB, KG,)

Not showing all back‐up data


257 LF 272 LF

Signature: Gabriel Braesch Print Name: Garbriel Braesch








Page No.____________

OVER/UNDERRUN

Bridge 100712

EB 1 1 EA See Field Book No. 7Pier 2 1 EA Page 77Pier 6 1 EA

BRIDGE DRAINS

REFERENCES/REMARKS



REFERENCE

PAY ITEM NO. 506-3


06/02



REMARKS



21

Pier 6 1 EAEB 8 1 EA

4 EA 4 EA4 EA 4 EA< PROJECT GRAND TOTAL >




4 EA 4 EA

Signature: Gabriel Braesch Print Name: Gabriel Braesch








Page No.____________

OVER/UNDERRUN

Bridge 100712

Approach Slab 1 60 LF See Designer calculations 60 LFon page 22A

Approach Slab 2 60 LF 60 LF See Field Book No 12

CONSTRUCTION FINAL

REMARKS




06/02


DESIGN ORIGINAL

CONCRETE TRAFFIC RAILING BARRIER BRIDGE (32" F)

REFERENCES/REMARKS



REFERENCE


22


Approach Slab 2 60 LF 60 LF See Field Book No. 12Page 22

No Changes

120 LF 120 LF120 LF 120 LFSHOWN IN CONTRACT (I.e. LF, M1, LB, KG,)



120 LF 120 LF

Signature: Thomas S. Peake Print Name: Thomas S. Peake





NOTES FOR EXPLANATION OF OVER/UNDER RUN Additional traffic railing barrier overrun of 35 LF due to requiring the match of existing field conditions.



Page No.____________

OVER/UNDERRUN

Authorized change3,485 LF See Designer calculations 3,578 LF 93.0 This qty changed

Page 23A due to matchingexisting field c diti s See F B


06/02

CONCRETE TRAFFIC RAILING BARRIER BRIDGE (42" F)

REFERENCES/REMARKS

CONSTRUCTION FINAL

REMARKS



REFERENCE




DESIGN ORIGINAL


SIDELOCATION

Bridge 100712

23

Field Bookconditions. See F.B.# 20003 Page 38

Plan Qty = 3,485Authorized + 93Final Qty = 3,578

3,485 LF 3,578 LF3 485 LF 3 578 LF< PROJECT GRAND TOTAL >


SHOWN IN CONTRACT (I e LF M1 LB KG )

For Reference Only

3,485 LF 3,578 LF

Signature: Thomas S. Peake Print Name: Thomas S. Peake included for this Plan Quantity item.

NOTES FOR EXPLANATION OF OVER/UNDER RUN The traffic railing barrier was increased by 93 LF due to matching existing field conditions.






Page No.____________

OVER/UNDERRUN

Bridge 100712

W -1 260 LF See Designer Calculations No ChangesPage 24A

W - 2 1 104 LF


SIDELOCATIONCONSTRUCTION FINAL

REMARKSLENGTH*, COMPONENT WEIGHT*, OR

NUMBER PER HOUR, DAY, EACH

DESIGN ORIGINAL



REFERENCE




09/07

CONCRETE TRAFFIC RAILING BARRIER, RETAINING WALL SYSTEM

REFERENCES/REMARKS

24

W - 2 1,104 LF

1,364 LF 1,364 LF1,364 LF 1,364 LF< PROJECT GRAND TOTAL >


SHOWN IN CONTRACT (I.e. LF, M1, LB, KG,) 1,364 LF 1,364 LF

Signature: Murray McDonough Print Name: Murray McDonough









Page No.____________


TRAV. SOR I

PAGE D CURVE AREA AREANO. E CORR(+/-) (SY) (SY)

End Bent 1 14.0 See Designer Calculations No ChangesEnd Bent 2 14.0 Page 25A


09/07


CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4"



AREA COMPUTATIONS

STATION TO STATION


REMARKS REMARKS

25

28 2828 28< PROJECT GRAND TOTAL >

< PAGE TOTAL >28 28

Signature: Gabriel Braesch Print Name: Gabriel Braesch







Page No.____________

PAY ITEM NO. 548-12

TRAV. SOR I


Bridge 100712

W-1 9,494 See Designer Calculations No ChangesPages 26-A thru 26-D Pay Plan Quantity

W 2 16 044


06/02


RETAINING WALL SYSTEM(PERMANENT)(EXCLUDING BARRIER)



AREA COMPUTATIONS

STATION TO STATION


REMARKS REMARKS

26

W-2 16,044

25,538 25,53825,538 25,538< PROJECT GRAND TOTAL >

< PAGE TOTAL >25,538 25,538

Signature: Murray McDonough Print Name: Murray McDonough






Page No.____________


TRAV. SOR I


TW - 1 7,317 See Designer Calculations No ChangePages 27-A thru 27-C


09/07


RETAINING WALL SYSTEM,TEMPORARY, EXCLUDING BARRIER



AREA COMPUTATIONS

STATION TO STATION


REMARKS REMARKS

27

7,317 7,3177 317 7 317< PROJECT GRAND TOTAL >

< PAGE TOTAL >7,317 7,317

Signature: Thomas S. Peake Print Name: Thomas S. Peake

7317








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