qc-qa-handout.pdf - Mobile County

Mobile CountyEngineering Department

HANDOUT

EXAMPLES OF:Asphalt QC/QA

Bituminous Price AdjustmentHMA Fuel Cost Adjustment

Daily Concrete Placement Report

MOBILE COUNTY ENGINEERING DEPARTMENTQC/QA - BITUMINIOUS ADJUSTMENTS - 1-IMA ADJUSTMENTS

EXAMPLEQC/QA PACKET

MOBILE COUNTY ENGINEERING DEPARTMENTQC/QA LOT COVER SHEET

fl PROJECT No. MCP-303-1O PROJECT NAME: Rock Road

ENGINEERING: Mobile County Engineering CONTRACTOR: Esfeller Construction

LOT NUMBER

_____________

DATE OF PLACEMENT: It

ENGINEERS ENGINEERSITEM COMPLETED BY COMPLETED AT OFFICE OFFICE ( )

COVER SHEET ENGINEER OFFICE

________________

BMT-4 INSPECTOR PROJECT

________________

BMT-19 ENGINEER OFFICE

________________

BMT-20 CONTRACTOR PLANT

________________

BMT-20 TESTING LAB PLANT

________________

BMT-97 ENGINEER OFFICE ‘‘

QC/QA-1 ENGINEER OFFICE

________________

QCIQA-3 ENGINEER OFFICE

________________

MC-LS-1 & 2 INSPECTOR PROJECT

________________

MC-CDW TESTING LAB PLANT

________________

MC-26-1, 2, & 3 ENGINEER OFFICE

________________

MC-27-1, & 2 ENGINEER OFFICE

________________

ASPHALT TICKETS(copies only) ENGINEER OFFICE

__________________

ADDING MACHINE TAPE(copies only) ENGINEER OFFICE i7

Form BMT-4 Revised 4-29-11

MOBILE COUNTY PUBLIC WORKSENGINEERING DEPARTMENT

GDBP PROJECTS ONLY PLANT MIX DAILY PLACEMENT REPORT

Date

____________________

Project No. Mcp-303-1o Project Name Rock Road

Contractor Esfeller Construction Total Tons in Contract 410 tons

Producer H.O. Weaver

Weather Today r, Low ,5 °F High 1Pr- _

Tack Coat-

— Placed Today: STA C)C) STA \ C) 0

m Length:

___________ft

Width: 2- ft Area: 7j7g sq.yds.

Th Today: 5 gallons Rate: 0 2 Z “ gallons per sq.yds.From Previous Report:

___________________________gallons ___________________________sq.yds.

ToDate: JJ - gallons 777 3 sq.yds.

Plant Mix

Asphalt Placed Today: 2 Y Tons Z2, lbs.

Previous Report: 0’ Tons Delivery Temp: 32S °F Highest 2’/O °F LowestToDate: CY7 lbs.

Pay Item Number: k2°1 Mix No. ‘/2.. Lot No.

Yield Each 1000 S.Y. (Approximate) This Date

Yeild STA STA Length Width SQ.YD. Tons Pounds Rate (Ibs/sqyd) Required Rate

1 *ZC’ /2’ 44-- /5iD’ /‘2 7 /.52 5 9 5 4 D / ‘ / I i O 2 4,Qô / 33 /‘

3

4

:

Remarks

Inspector

_________________________

Project Enneer

___________________

1rerrcon

ALA8AMA DEPARTMENT OF TRANSPORTATIONWORKSHEET SUMMARY OF LOT TEST RESULTS

AIR VOIDS and AC CONTENT

MCP-303-1 0

AC Content Air VoidsTesting Ref. Ref.Increm. Contractor State St/Contr Dev.: Contractor State StlContr Dev.:

1 5.30 0.20 4.09 0.092

3

4Average: 0.2 Average: 0.09

IPay Factors: lAG Content: 1.001 lAir Voids: 1.001

Lot No. Date:

. AC Content I Air Voids

Testing Ref. Ref.Increm. Contractor State StlContr Dev.: Contractor State StlContr 0ev.:1

2

3

4Averãe:

________

Average:

________

IPay Factors: JAC Content: I lAir Voids: I

n

B MT- 19

Project No.

Pay Item No.

% AC Content Required:

Lot No.

Rock Road429-A

5,50

Mobile

1

1/2”

County

Mix No.

% Air Voids:

Date:

4.00

4/11/2011

lkofrct Number: MCR 2006 316

l’rojed Ntuiu: SMITH, ROCK, ETC


ASPHALT PLANT MIXTURE TEST REPORT

CONTRACTOR TISflNG

DEPARTh{ENTAL TESTING

Pay Item No. 42A Mix No. 1)2 Lt No. 3Producer Hosea 0. Wraver & Sons, Inc. T1-IEOJ)ORE

Tons Produced (This Report) 654.23 TONS

Prime Contractor: FSFELLF.R Paving Contracinr:

Division

I’rojoc’t En1ineer

Ddte(a) SimpIcd 11.Apr..11

I)at(e) Tcsted lI.Apr.fl

Th

*

Th

Th.

Th

Form BMT.20

x

ESFELLER

ANALYSIS

SampI*Nwnbr 1 2 3 4 5 6 MIXING TEMPERATURImo Sa,nplcd

TRUCK # LOADING TEMP t’l.o.KirIIIp.r*turs. C

Ss’u IbM.

O1.IjO

:

7.5mni (I I/md)

2,,,m (1 uwh)

9mm (/4 inrh

1Z5,nm (1/2inch) 100 100s ç,is ni 97 96

LlSrnm 67 61 REMARKS:2.?s6 mm (n j 45 42 30 R —30tJSmm (nQ. i> 34 30 210.16 TONS COUNTY MIXt’

o.3O) 25 22 REPORT$DTO’:4ou (no.50) 12 ii

TERRICON’54Jum (no. iooj 7 7 444.0710N5 REPORTED ‘1075un (no.250) 5.4 4.5 ThOMPSON

I’n’4 RCqt.

rro.iIs..n) 5.50% 5.50%i’rcn,d A,4Lt

CFoISsmpte) 5.30%I)UZt/ Asp)aAt(Mb 0.88%Ri.Cwiy 2.478AIR VOIt 4.09%‘Mi%(%) 1.6,6%

CRUS1III) 1’iRT1CI.I’S 85%TABIUrY 211.7

FLOW .H ‘0ROSS(X)UNT(%) NA

Copies:

() Certified TechnicianFile

Th

MT-20— 1REV. 4-i0i

ALABAMADEPARTMENT OF TRANSPORTATION

ASPHALT PLANT MIXTURE TEST REPORTContractor TestingDepartmental Testing X)CX)OCX

PROJECT No. MCP-303-1ORock Road

County MobileDivision 9THLab No.

Pay Item No. 429A Mix No. 1I2’ Lot No. 1 Date(s) Sampled 411112011

Producer H. 0. Weaver Hamilton Blvd. Date(s) Tested 411112011

Th Tons Produced (this report): 210.16 L.2

Prime Contractor: Esfeller Paveing Contractor: Esfefler

ANALYSISSample Number 1 2 3 4 5 Remarks:Time Sampled

Loading Temp. *Out of Spec.Job Mix

Sieve Gradation $4 (IQ 73b(% Passing) lb Pta fliZ.Q°’ S1(

37.55mm (1 1/2’) P4A6L/28.0mm (1)

I 9Omm;(3/4”)

12.5mm (1/2”) 100 100

9.5mm(318’) 97 96

415mm (No. 4) 67 61

2. 36mm (No. 8) 45 42

1.18mm (No. 16) 34 30

800um (No, 30) 25 22

300um (No. 50) 12 11

l5Oum (No. 100) 7 7

75um (No. 200) 5.4 4.5

Percent Asphalt Reqd.

(Total Sample) 5.50

Percent Asphalt

(Total Sample) 5.30Dust/Asphalt Ratio o.aeRice Gravity 2.478Air Voids (%) 4.09

VMA (%) 16.8

Crushed PartIcles 85%

Stability (kN) (Ibs) 2117

Flow (.3mm) (in.) 11

Copies: (k

‘thnician P11uVP

Form QCIQA-1 Mobile County Engineering DepartmentRevised 04111 Summary of Adjusted TonnaqeProject Number County tDivisionMCP-303-10 Mobile 19thContractor Contract Bid Price (per ton)Esfeller Construction 85.00$Pay Item Number Mix Number429-A 1/2’

Asphalt Content Air VoidsLot Pay Factor * RefereeTonnage

Number Number of Number ofPay Factor Cores Test NeededPay FactorPlaced

Tests Tests

I 2c’3,( I Ia I

The Department to enter Yes or No, If No, enter pay factors on QC/QA-3. If Yes, indicate whichcharacteristics, l.e, AC(asphalt content), AV(air voids) or MD(mat density).Example: Yes - AV. Where refree testing is required, use QC/QA-2

Sheet No. I of /

Form QCIQA-3 Mobile County Engineering DepartmentRevised 04111 Summary of Adjusted TonnageProject Number County DivisionMCP-303-10 Mobile 9thContractor Contract Bid Price (per ton)Esfeller Construction 85.00$Pay Item Number Mix Number429-A 1/2”

(1) (2) (3) (4) (5) (6)Lot Tonnage Pay Factor Pay Factor Pay Factor Tonnage At No Pay Adjusted Tonnage

NumberPlaced Asphalt Air Voids Cores

Content

I .0 1,0 ,O

(6) = (1) x ((2)* or (3)* or (4)*) *Apply Only The Lowest Numerical Pay Factor(5)=(1)-(6)

Sheet No. of

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Form MC.CDW Mobile County Public WorksCORE DENSITY WORKSHEET

Project No. MCP-303-10LotNo. land2Road Name: Rock RoadProducer H. 0. Weaver Date(s) Tested 4/13/2011Prime Contractor; Esfeller Paveing Contractor: EsfellerType Mix: 429-A Wearrface1/2” Mix

-

FORMULA

Bulk Specific Gravity = A/ (B-C)

Where: A = Wt. of speciman in airB = Wt. of surface dry specimen ri airC = Wt, of specimen in waterf. Density — Bulk Specific Gravity I Rice Gravity x 100

Core # Station Lane Thick. A B C Bulk Sp. Rice

Gravity Gravity DensityC-I 59+75 L 6.9 EOP 1-3I4 652.9 654.6 370.8 2.300 2.475 92.9C-3 54+50 R 6.2 EOP 1 414,9 415.6 233.6 2.277 2.475 92.0

&Xd/YY’’ On1

FORM NIC-26-f tilV. 227-05

MOBILE COUNTY PUBLIC WORKS DEPARTMENTBituminous Material Price Adjustments

Project No. MCP-303-10County: Mobile

-

Base Index for Asphalt Cement (Lb I) $2.120Base Index for Emulsified and Cutback Asphalt (1b2) = $2.060

Month and Year of Base Index = May-10

Definitions:P = Total Partial Payment on Monthly Estimate.

P1 Partial Payment for Asphalt Cement.P2 = Partial Payment for Emulsified and Cutback Asphalts.

Ibi Base Index for Asphalt Cement.1b2 Base Index for Emulsified and Cutback Asphalts.

Im 1 = Monthly Index for Asphalt Cement.1m2 = Monthly Index for Emulsified and Cutback Asphalts.GI = Gallons of Asphalt Cement used during the month.G2 = Gallons of Emulsified and Cutback Asphalt used during the month.Dl = Algebraic Difference (Imi-Ibi).D2 = Algebraic Difference (1m2-1b2).

Refer to Specification Section 109.03(e).(1) (2) (3) (4) (5)* (6)* (7) (8) (9)

Month Year GI G2 Imi 1m2 Dl D2 P1 P2 pilpr’I cj L? i’ i\ 2\ JC) O.07 Oo4 j9 I

(7)=(l)*(5)(8)=(2)*(6)

(9)=(7)+(8)

*NOTEA “positive” Dl or D2 indicates payment to the Contractor.

A “negative” Dl or D2 indicates payment to the State.Page lofI

5/2/2011

lorm IC-26-2 REV. 2-27-08

MOBILE COUNTY PUBLIC WORKS DEPARTMENT

MONTH PLACED Apr-il

PROJECT NO. MCP-303-lOCOUNTY Mobile

BASE INDEXMONTHLY INDEX

BITUMINOUS MATERIAL PRICE ADJUSTMENT WORKSHEET

* % Virgin A.C. Required by the Approved Job Mix Formula.

MONTHLY TOTAL GALLONS

** Formula for gallons A.C. = pounds of A.C. Placed Divided by 8.51 lb/gallon (see specification section no.I 09.03(e)2).

NOTE: The gallons of asphalt from surface treatment, tack coat, and mulch adhesive is from actual gallons @60 degrees Fahrenheit used within the specifications as recorded in field books.

$2. 120$2.190

% Virgin A.C. x Tonnage Placed lb of A.C. Placed Gallons A.C.ITEM NO. % Virgin A.C. * 2000 = lb/ton During Month During Month For Month **

450 zq 1SC,4o 77,Q4

Round Total Gallons to Zero (0) Decimal Places Page 1 of I

lorm NIC-26-3 REV. 2-27-08


MONTH PLACED Apr-Il

PROJECT NO. MCP-303-lO BASE INDEX $2.060COUNTY Mobile MONTHLY INDEX $2. 100


Gallons Emulsified or CutbackITEM NUMBER DESCRIPTION Asphalt used During Month

4Of—i JrnE (/

MONTHLY TOTAL GALLONS / I

NOTE: The gallons of asphalt from surface treatment, tack coat, and mulch adhesive is from actual gallons60 degrees Fahrenheit used within the specifications as recorded in field books.

Round Total Gallons to Zero (0) Decimal Places Page I of I

PrintVew1

ALDOT ASPHALT INDEX SUMMARY 2010Unit of PG PG Asphalt Emulsified Emulsified AsphaltMonth Measurement Asphalt with Polymer Asphalt with Polymer

$ per Gallon 1.89 2.53 1.92 2.23Januar’$ per Liter 0.499 0.668 0.508 0.5 89

$ per Gallon 2.02 2.66 1.99 2.30Februar’$ per Liter 0.533 0.704 0.526 0.609

$ per Gallon 2.05 2.70 1.99 2.31March$perLiter 0.542 0.714 0.527 0.611

. $ per Gallon 2.10 2.74 2.02 2.35April$ per Liter 0.554 0.725 0.534 0.62 1

j $ per Gallon 2J 2.78 2.38$ per Liter 0.561 0.73 3 0.543 0.630

$ per Gallon 2.12 2.78 2.06 2.38JuneS per Liter 0.56 1 0.73 3 0.543 0.630

$ per Gallon 2.08 2.72 2.03 2.35July$ per Liter 0.549 0.718 0.536 0.620

$ per Gallon 2.00 2.62 1.99 2.31August$ per Liter 0.529 0.693 0.526 0.6 10

$ per Gallon 1.97 2.61 1.99 2.31September$ per Liter 0.520 0.689 0.526 0.6 10

$ per Gallon 1.93 2.58 1.95 2.26October$perLiter 0.511 0.681 0.514 0.596

$ per Gallon 1.92 2.56 1.93 2.26November$ per Liter 0.508 0.676 0.511 0.596

$ per Gallon 1.93 2.56 1.93 2.26December$ per Liter 0.509 0.677 0.5 10 0.596

Alabama Department of Transportation 1409 Coliseum Blvd. Montgomery, Alabama 36110 I Phone: 334-242-6358Please send questions or comments about this site to wehmastcra)dot state.aiusIcgal Disclaimer

Select a Year: 2010 j

\abari Dpirtment of Fr m rtiton 409 Cooum ilotilevard Montqom€ry, Al 36110

,,

Select a Year: 2010

nia Updrtment of rdnportation 4U9 Ccum 8oulevard !4oritqomery, AL .3b1 10

ffmnau

PnntViewj

ALDOT ASPHALT iNDEX SUMMARY 2011Unit of PG PG Asphalt Emulsified Emulsified AsphaltN’Ionth Measurement Asphalt with Polymer Asphalt with Polymer

$perGallon 1.95 2.58 1.96 2.28January$ per Liter 0.5 15 0.682 0.517 0.602

S per Gallon 2.01 2.64 2.00 2.33February$ per Liter 0.53 1 0.698 0.529 0.6 14

$ per Gallon 2.07 2.71 2.01 2.33March$perLiter 0.546 0.715 0.531 0.616

SperGallon 2.83 2.41$ per Liter 0.580 0.747 0.555 0.638

$ per Gallon 2.37 3.03 2.17 2.47May$ per Liter 0.625 0.800 0.5 73 0.652

June

July

August

September

October

November

December

Alabama Department of Transportation 11409 Coliseum Blvd. I Montgomery, Alabama 36110 I Phone: 334-242-6358Please send questions or comments about this site to whmasterIdot.sta(e.altis

I.gaI I)isclaimcr

IOR’I tC-27-I RIV. 4-29-Il

ALABAMA DEPARTMENT OF TRANSPORTATIONAdjustments Due To Cost Of Construction Fuel For HMA Production

Project No. MCP-303-lOCounty Mobile

Base Index for HMA Fuel Production (Ibi) =

Month and Year of Base Index =

$2.040

May-10


P1 = Partial Payment for HMA Fuel ProductionIbi = Base Endex for HMA Fuel Production

lml = Monthly Index for HMA Fuel ProductionGI = # of Gallons used for HMA Fuel Production.Dl Algebraic Difference (ImI-Ibi).

Refer to Specification Section 109.03(e).

(3 )=(2)-(lb 1)(4)=( 1 )*(3)(5)r(4)

*NOTE

A “positiv&’ DI or D2 indicates payment to the Contractor.A “negative” Dl or D2 indicates payment to the State.

Page lofI5/4/2011

Month Year (1) GI (2) Imi (3) Dl (4) P1 (5) PfrI c3 Z

FORI MC-27-2 REV. 4-29-I I

ALABAMA DEPARTMENT OF TRANSPORTATION


MONTH Dr:) -

MONTHLY TOTAL GALLONS O


HMA FUEL COST - PRICE ADJUSTMENT WORKSHEET

S2.040$2.750


Select a Year: 2010

AIabid DEpar!m€nt of Trsrdton 409 Coseuin Boulevard ionkjomery, AL 36110

“Ca,

Print Viewj

ALDOT FUEL INDEX SUMMARY 2010Unit of Fuel Fuel Index for HMA ProductionMonth

Measurement Index Only$ per Gallon 2.12 1.96

January$ per Liter 0.560 0.5 19

February$ per Gallon 1.92 1.78$ per Liter 0.508 0.470

S per Gallon 2.03 1.82March$ per Liter 0.53 6 0.480

. $ per Gallon 2.22 1.94Apnl$ per Liter 0.587 0.5 13

$ per Gallon 2.35 2.0’L.S per Liter 0.62 1 0.539

S per Gallon 1.93 1.73JuneS per Liter 0.511 0.457

S per Gallon 1.92 1.68July$ per Liter 0.506 0.444

$ per Gallon 2.13 1.88August$ per Liter 0.563 0.497

$ per Gallon 1.97 1.80SeptemberS per Liter 0.520 0.475

SperGallon 2.17 1.97October$ per Liter 0.574 0.521

$perGallon 2.13 1.95November$per Liter 0.564 0.516

S per Gallon 2.31 2.05December$per Liter 0.610 0.542

Alabama Department of Transportation 11409 Coliseum Blvd. I Montgomery, Alabama 36110 Phone: 334-242-6358Please send questions or comments about this site to wehiratcrudot.statc.al.us

gaI Disclaimer

,-

Alabama Department of Transportation 1409 Coliseum Blvd. Montgomery, Alabama 36110 1 Phone: 334-242-6358Please send questions or comments about this site to vebmasterd:dot.stateaI us

[eoal Dtschu.mcr

Select a Year: 2011

\iban1a Depdrmefl of F-dos rtitftO L409 Cu s±uO ouI did iouqomery, AL 361.10

Print View


Measurement Index Only$ per Gallon 2.45 2.18January

$ per Liter 0.647 0.575$ per Gallon 2.58 2.35Februar’$ per Liter 0.68 1 0.62 1

$ per Gallon 2.91 2.63March$ per Liter 0.769 0.696

$ per Gallon 3.10

$ per Liter 0.820 0.726$ per Gallon 3.27 2.84May$ per Liter 0.865 0.752

June

July

August

September

October

November

December

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+29-A

1

6

Lo1’I. o.c

2192O 126OU +

26000 •

2607025U90 ‘

25L70253202555U

2O3 )6rJ ;

WARNlNG Hot Mix Asphalt Material may cause bums. Material may release toxic Hydrogen Sulfide (H2S)41 0 8 7 Gas. Prolonged or repeated skin contact may be harmful. See Hot Mix Asphalt MSDS for additional information.

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&nd a tiowvrabovts dunoIaterthnthtrty(O)days1otlow. I ‘J’ “ng this date. By acceptance of thee. goods and services Purchaser agrees to pay Interest atth. rate oft 8% p.r annum, (1½% p.r month), together with all costs of collection Including aeasonabl. attorney’s I.. If payment Is not paid to Hoses 0. Weaver & Sons, Inc., whan due. Signed:.

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i i - r— WARNING: Hot Mix Asphalt Material may cause burns. Material may release toxic Hydrogen Sulfide (H2S)+ .1.. 3 ) 0 0 Gas. Prolonged or repeated skin contact may be harmful. See Hot Mix Asphalt MSDS for additional Information. ‘

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ant- th.go and servtce.anowtr aDcv.I,aue11oTamrmantnlny(oJaIyIfbHsWing this dat.. By acceptanc. of these goods and services Purchaser agrees to pay Interest atthe rate of 18% per annum, (1½% per month), together with all coats of Collection IncludIng a / /reasonabl, attorney’s fee Il payment is not paid to Hoses 0. Weaver a Sons, Inc., when due. Signed:

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* /f 1 (‘t o WARNING: Hot Mix Asphalt Material may cause burns. Material may release toxic Hydrogen Sulfide (H2S) *.$ .. i ‘.- Ga.. Prolonged or repeated skin contact may be harmful. See Hot Mix Asphalt MSDS for additional information. ‘

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‘LI1(1’TFO.PM1bU49ocddand ..n4o.eehown abov Isdu .Iaterthse4l’,h’,y-4a0)d.y. lellew- ,, , /Ing this date. By acceptance of these goode and services Purchaser agrees to pay interest at 1/ f ,,7 .7th rat• of 18% per annum, (1½% per month), together with all costs of collection includIng • /. 1/ 1 •.—--———reasonable attorney’s fee If payment is not paid to Hoses 0. Weaver a Sons, Inc., when due. Signed: /

WARNING: Hot Mix Asphalt Material may caus• burns. Material may release toxic Hydrogen Sulfide (H2)4 1 6 0 9 1. Gas. Prolonged or repeated skin contact may be harmful. S.. Hot Mix Asphalt MSOS for additional informatlon

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Cost Pr 38.5QJ5 Lod 128. 12 tON

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servtces- shown I. daWno’tat.rthanthtrty(3O)dayrtoltowng this date. By acceptanc, of these goods and services Purchaser agrees to pay interest atie rate of 18% per annum, (1½% per month), together with all costs of collection including a.asonabi attorney’s fee If payment is not paid to Hoses 0. Weaver & Sons, Inc., when due SIgned:

• WARNING: Hot Mix Asphalt Material may cauee bums. Material may release toxic Hydrogen Sulfide (H2S),,1 i. 0 D U . u Gas. Prolonged or repeated skin contact may be harmful. See Hot Mix Asphalt MSDS for additional Information.

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jcnd servc.s shadizwiaWrthanthfrty(3O)rday,ioftów.iog this date. By acceptanc, of these goods and services Purchaser agrees to pay interest athe rate of 18% per annum, (1 ½% per month), together with all costs of collection Including aeasonabie attorney’s tee it payment is not paid to Hoses 0. Weaver & Sons, inc., when du.. Signed:.

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i--i.... 4.1.. 4EJ:iVEEF & :3CJ1\U3

Cost_Pr fON: iB. 0

4 *4 T--’, V. L3 fON *

4 r’4ct tON ‘

WARNING: Hot Mix Asphalt Material may cause burns. Material may release toxic Hydrogen Sulfide (H2S) .Gas. Prolonged or repeated skin contact may be harmful. See Hot Mix Asphalt MSDS for additional informatlon

te: ir—L -.EcI1 1r:s.!t_: 31

3L3

____

LSZit3“IOi3ILE LOUNTYCM2K RIJDL52252

/

Th

cnding this dats. By acceptanc. of these goods and sitvIóe Purchaser agrees to pay Interest at IIlw rate of 18% per annum, (1½% per month), together with all costs of coIi.ctlon Including a ,,“ / AeasonabI attorney’s fee If payment Is not paid to Hoses 0. Weaver & Sons, Inc., when due. Signed: / A / -‘ -

I?

4i5O92_ii_ c:i... EJE:A- -ti’is t L_—MI r ‘-

_____

133,29 TON

vlat’ 1

1/2” 3URFcCCo3t Pr [0N: 58

D’Lst :

)3 t )

- ********A** ** ***** *A’*A* **** *

.39.Ø TON *

v. .

5, 7 T (IN :+.*** ** .******* *.* ** * ******-k ** ****

V

C l’1*D_ I2I4 r’.

___________

S 1

./

WARN)NG Hot Mix Asphalt Material may cause bums Material may release toxic Hydrogen SuifId (H2Gas. Prolonged or repeated akin contact may be harmful Se Hot Mix Asphalt MSOS for additional Information?.415U3

1-i... Li - t.V1EF 3D(”13

‘Thate: 3r—t1--’Z111 riie 09:ia

L3013

t1: 7 Lod 178i TON

13013‘1Oi3ILE COUNTYiOCR O(-D.

/ i?4onnent:

I -

jt’_1: 4a’3L/2” ‘3URF(ICE

Ct Pr TON 58..50

o -r • 43 C) ‘

‘‘ c?(“V

****** .****1.***_******** ** ******* **

)5 ION *

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t4. 7.3 ION -

+*

, .32 roi*,(•****************** ****** * *** **

I.Snd .sevlo..showA.abov. a duene later than thirty 3OI dayetollow. Aing this date. By acceptance of these goods and services Purchaser agrees to pay interest at / / 1’—.the rate of 18% per annum, (1½% per month), togther with cli costs of collection Including a

.. /essonable attorneys fee if payment Is not paid to Hoses 0. weever & Sons, Inc., when due. Signed: —

-Th Ii

.

WARNING: Hot Mix Asphalt Material may cause burns Material may release toxic Hydrogen Sulfide (H2S)1. 1 . C 4 Gas. Prolonged or repeated skin contact may be harmful. See Hot Mix Asphalt MSDS for additional information.

—.. 4- j &. f :j. (.i i’i E3 £ \tC.. Z{Z..j -r i) )

p— I t-Øl 1

1.3Lt3

Tine: ‘E3:8 L_; ESI

3.. 36 TON.otai

kDU’3t :

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lfl{3 1 LE IDIJUNTYO’.DK Rt]i)

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‘1t’ 1 429w1. /2 IURFflCE

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********i+****************, ff*

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* T I. ‘. 75 1N *

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* 33:3 UN *#*4*****- *.** ** ** * ****s* *

-‘_‘,; .-

T’1.i_’Pa,,meñt tcdInd servIces shown ab eIsdu.nolaterthsnthfrtT(3O)dsys foIlowIng this date. By acceptanc. of thes goods and services Purchaser agr..s to pay Intereat atthe ret• of 18% per annum, (1’,4% per month), together with li costs of collection including areasonable attorney’s fee If payment Is not paid to Hoses 0. Weaver & Sons, Inc., when due.

/‘)Signed: 14/f4f4,

MOBILE COUNTY ENGINEERING DEPARTMENTQC/QA LOT COVER SHEET

PROJECT No. MCP-303-1O PROJECT NAME: Rock Road

ENGINEERING: Mobile County Engineering CONTRACTOR: Esfeller Construction

LOT NUMBER

_____________

DATE OF PLACEMENT: z / ii

ENGINEERS ENGINEERSITEM COMPLETED BY COMPLETED AT OFFICE (6 OFFICE ( )

COVER SHEET ENGINEER OFFICE

________________

BMT-4 INSPECTOR PROJECT v

________


________________

BMT-20 CONTRACTOR PLANT

________________

BMT-20 TESTING LAB PLANT

________________


_______________


________________


________________

MC-LS-1 & 2 INSPECTOR PROJECT

________________

MC-CDW TESTING LAB PLANT

________________

MC-26-1, 2, & 3 ENGINEER OFFICE

________________

MC-27-1, & 2 ENGINEER OFFICE

________________

ASPHALT TICKETS(copies only) ENGINEER OFFICE /

__________

ADDING MACHINE TAPE(copies only) ENGINEER OFFICE .7

Form BMT-4 Revised 4-29-1 1

Date 4/211(- Project No.

‘ Contractor

‘ Producer

Weather Today

Tack Coat

Plant Mix

Delivery Temp: °F Highest

28 740.()

MLxNo.\)Pf

Lot No. 2.

Mcp-303-1O

Esfeller Construction


GDBP PROJECTS ONLY PLANT MIX DAILY PLACEMENT REPORT

_________

Project Name Rock Road

Total Tons in Contract 410 tons

H.O. Weaver

‘S U 1\

-JLow 57 High 5Z °F

Placed Today: STA

‘Length:

________

Today:

__________

—\

From Previous Report:

To Date:

_________

ft

gallons

_____

STA

Width:__________

Rate:

ft Area:

gallons

gallons

gallons per sq.yds.

sq.yds.

sq.yds.

sq.yds.

2 tO 4\‘ThAsphalt Placed Today:

‘ Previous Report: ZC)3 , ‘ (-

‘ToDate: 14Pay Item Number:

Tons kZ,

Tons

Tons

1j Z) -

______lbs.

S °FLowest

lbs.

Yield Each 1000 S.Y. (Approximate) This Date

Yeild STA STA Length Width SQ.YD. Tons Pounds Rate (lbs/siyd) Required Rate

1 94oO ‘÷oô Jo’ /ooc,oo 7,4 f),93 /‘S,) /52 34-<2 /2’ i’ //-,G-i 7,7I 157,420 iZ979

3 8t5 (/ oo 2 70

4 tA 7crc1

5 t2cO 5cj, fj’,,5 ia1 /65

10

Remarks

—. Inspector

)

Project Engineer

_________________

1rerrconBMT-19

ALABAMA DEPARTMENT OF TRANSPORTATIONWORKSHEET SUMMARY OF LOT TEST RESULTS

AIR VOIDS and AC CONTENT

Project No. Rock Road County MobileMCP-303-10

Pay Item No. 429-A Mix No, 112”

% AC Content Required: 5.50 % Air Voids:

Lot No. 2 Date: 4)12/2011

: AC Content Air Voids

Testing Ref. Ref.Increm. Contractor State StlContr Dev.: Contractor State StJContr Dev.:1 5.43 0.07 3.78 0.222

3

4Average: 0.07 Average: 0.22

IPay Factors: JAC Content: 1.001 lAir Voids: 1.00]

Lot No. Date:

. AC Content I Air Voids

Testing Ref. Ref.Increm. Contractor State StlContr Dev.: Contractor State StlContr Dev.:1

2

3

4

IPay Factors: IAC Content: I Air Voids:

4.00

Average:

_________

Average:

_________

Project Number MCR 2006 316

Project Name :SM n-f, ROCK, bit

MO]31LE COUNTY PUBLIC WORKS

ENGINEERiNG DEPARTMENT

ASPHALT PLANT MiXTURE TEST REPORT

Form BMT-20

CONTRACTOR TFSTING

DEPARTMENTAL TESTING

x

Pay item No. 429A MIx No, 1/2 Lot No. 4

Producer Hosea 0. Weaver & Sons, Jnc. THEODORE

Tons Produced (This Raport) 59966 IONS

Prime Contractor: ESIELLFR Paving ConLTactor

Date(s) Sampled I 2-Apr.11

Date(s) Tested 2-Apr-il

ESFELIER

ANALYSIS

Sepis kStmbnr 1 2 3 4 5 6 M1XNG TEMPERATUREIt wiauqtk’d

TRUCK # I..0ADNG TEMP FLo.aIin Tetersturn. C’

Stcn 1,1, MI,,

Ctd,,I,,,,.

1%_Pm,i,,e)

37.5 mn (1 1/2 inch)

25mm (1 mIt)

-

9p,r,t (3/4_(itch)

12.5mm (1/2IncIt) 100 1009,5mm (3JS Inch) 97 96

4.75mm (4) 67 66 REMARKS:23inin (lw8) 45 42 MCP- ‘lI.I8rm (no.26) 34 32 223.80 tone COUN’YM1X

tOOum (nci.3O) 25 24 REPORTED 10300 we (xt so> 12 12

TERRICON

154 tm (n 00) 7 737586 tons REPORTED TO

7Smn (no.240) 5.4 5.2 THOMPSONI’nrre.,l An1OwII Req’d.

rrnto:s.ntpIn) 5.50% 5.50%Perrsni A.nplmlt

(Inlol SOmpla) 5.43%O,sI/ AnphahRalio 1.00%

Rice GmviIy 2.469AIR VOIDS 3.78%VMA(%) 16.7%(‘RUSI-ISI) PARTICI.ES 85%STAtPLFrY 2133PLOW 10.2ROSSCOUNT(%) NA

Copies: Divisioll

Project Ennwr

Filu Certified Technician

BMT-20 ALABAMAREV. 4-1-01 DEPARTMENT OF TRANSPORTATION

ASPHALT PLANT MIXTURE TEST REPORTContractor Testing

_________

Departmental Testing xxxxxx

PROJECT No. MCP-303-lORock RoadMobile9th

Mix No. 112’ Lot No. 2 Date(s) Sampled

MobIe Asphalt Company Date(s) Tested

m Tons Produced (this report): 223,80 — /o 41

Prime Contractor: Esfel{er Paveing Contractor: Esfeller

ANALYSIS

Sample Number 1 2 3 4 5 Remarks:Time Sampled

Loading Temp. Out of Spec.Job Mix

Sieve Gradation /3.9 1AS .yif(% Passing) T Z31c(

37.55mm (1 1/2).

25.0mm (1”) 2I.4I P4t4&19.0mm (314’)

12. 5mm (112’) 100 100

9,5mm (3/8”) 97 964.75mm (No. 4) 67 66

2.36mm (No. 8) 45 42

1.18mm (No. 16) 34 32

BOOum (No. 30) 25 24

SOOum (No. 50) 12 12 —

lSOum (No. 100) 7 7

75um (No. 200) 5.4 5.2

Percent Asphalt Req’d.

(Total Sample) 5.50

Percent Asphalt

(Total Sample> 5.43

Dust/Asphalt Ratio 1.00

Rice Gravity 2.469

Air Voids (%) 3.78

VMA(%). 16.7

Crushed Particles 85

Stability (kN) (Ibs) 2133

Flow (.3mm> (in.) 10.2

Copies: oy

Pay item No.

Producer

429-A

CountyDivision

Lab No.

4/12/2011

4/12/2011

Tec(cian

Form QCIQA-1 Mobile County Engineering DepartmentRevised 04111 Summary of Adjusted TonnageProject Number County DivisionMCP-303-10 Mobile 9thContractor Contract Bid Price (per ton)Esfeller Construction 85.00$Pay Item Number Mix Number429-A 1/2”

Asphalt Content Air VoidsLot

onna e Pay Factor * RefereeN umber Number of

Pay FactorNumber of

Pay Factor Cores Test Needed• Tests Tests

- / Z”9 I 1,0 ( /,0

z_ 2_IO.41 1 1.0 1 1,0 1,0

The Department to enter Yes or No, If No, enter pay factors on QC/QA-3. If Yes, indicate whichcharacteristics, I.e, AC(asphalt content), AV(air voids) or MD(mat density).Example: Yes - AV. Where refree testing is required, use QC/QA-2

Sheet No. I of J...

Mobile County Engineering DepartmentSummary of Adjusted Tonnaae

(6) = (1) x ((2)* or(3)* (4)*)

(5)=(1)-(6)*Apply Only The Lowest Numerical Pay Factor

Form QCIQA-3

Revised 0411 1Project Number County Division

MCP-303-10 Mobile 9th

Contractor Contract Bid Price (per ton)

Esfeller Construction 8500$

Pay Item Number Mix Number

429-A 1/2’(1) (2) (3) (4) (5) (6)

Lot Tonnage Pay Factor Pay Factor Pay Factor Tonnage At No Pay Adjusted TonnageNumber Placed Asphalt Air Voids Cores

Content

I Zo3,9 l’ 1 (‘o o3,9CZ IO4I ho /,c2

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_____17L. 7 41+,3?

Sheet No. of

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CD CD CD CD COCD — ‘- ,- rC-)—t

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‘CNC’-)0>0)a)‘- ‘- ‘-

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CD CD CD (N N-(Nar

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Wearing Surface Layer, 112” Max.Aggregate Size Mix, ESAL Range C

429A

Drawing Shape Calculations Total Per Page

A [((24 FT + 12 FT) /2) x 8 FT ] /9 = 16.00 SQ.YD.60+88 LTB [((12FT+9.75FT)/2)x12.75FT]19= 15.40 SQ.YD. 3140 SQ.YD.

Shapes (A thru B) was paved on 4/12/2011A [((34.5 FT + 22.5 FT) / 2) x 9.25 FT I / 9 = 29.29 SQ.YD.60+87 RTB [((22.5 FTi-21 FT)/2)x17FT]/9= 41.08 SQ.YD. 70.37 SQ.YD.

Shapes (A thru B)was paved on 4/12/2011A [((40 FT + 30.5 FT) / 2) x 5.5 FT I / 9 = 21.54 SQ.YD.52+95 RTB [((30.5 FT + 26.75 FT)/ 2)x 14.5 FT]/ 9 = 46.11 SQYD. 67.65 SQ.YD.

Shapes (A thru 8) was paved on 4/12/2011A [((38 FT + 29 FT) /2) x 4.5 FT] / 9 = 16.75 SQ.YD.47+30 LTB [((29 FT + 23.5 FT) / 2) x 18 FT] / 9 52.50 SQ.YD. 69.25 SQ.YD.

Gwodz Road

I A [((84.53 FT + 75.47 FT) /2) x 20 FT] / 9 = 177.77 SQ.YD. 177.77 SQ.YD.

A (2.37 FT x 10.63 FT x 0.5 ) / 9 1.39 SQYD.B [((2.37 FT + 5.89 FT) 12) x 5.49 FT I / 9 = 2.51 SQ.YD.

2 C (5.89 FT x 2.67 FT x 0.5 ) I 9 = 0.87 SQ.YD.D (3.53 FT x 2.67 FT x 0.5 ) /9 0.52 SQ.YD.E (1.46 FTx9.65 FTxO.5)/9= 0.78 SQ.YD. 6.07 SQ.YD.

A (13.77 FTx4.13 FTxO.5)/9= 3.15 SQ.YD.B [((4.13 FT+ 8.49 FT)12)x5 FTJ/9= 3.50 SQ.YD.C [((8.49 FT + 17.25 FT) /2) x 5 FT I / 9 = 7.15 SQ.YD.D ((17.25 FT + 22.08 FT) I 2) x 1.06 FT I / 9 = 2.31 SQ.YD.E [((3.94 FT x 22.08 FT I / 9 = 9.66 SQ.YD.F (3.59 FT x 14.53 FT x 0.5 ) / 9 = 2.89 SQ.YD.G [((22.08 FT + 11.04 FT) 12) x 5 FT I I 9 = 9.20 SQ.YD.H (11.O4FTx5FTxO.5)/9 3.06 SQ.YD. 224.76 SQ.YD.

Total 647.27 SQ.YD.

Orivewas

12. 75

8.00 12.00 B

26.75t.E_

B B

— 23.50

21.00

17.00

B

24.00

80+88 LT

9.25

34.50

80±87 RT

1

40.00

18.00

1:1.5

38.00

52+95 RT 47±30 LT

j)

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Drawing 3

4.13

59

14.53

irerracon

FORMULA

Bulk Specific Gravity A / (B-C)

Where: A = Wt. of speciman in airB = Wt. of surface dry specimen in airC = Wt. of specimen in water

% Density = Bulk Specific Gravity I Rice Gravity x 100

Core # Station Lane Thick. A B C Bulk Sp. Rice %

Gravity Gravity Density

C-i 59+75L 8.9 EOP 1-3(4 652.9 654.6 370.8 2.300 2.475 92.9

C-3 54+50 R 6.2 EOP 1” 414.9 415.8 2336 2.277 2.475 92.0

cian &7tPrgiee

Form MC.CDW Mobile County Public WorksCORE DENSITY WORKSHEET

Prolect No. MCP-303-10LotNo. land2Road Name: Rock RoadProducer H. 0. WeaverPrime Contractor: Esfeller

Type Mix: 429-A Wearinurface 1/2 Mix

Date(s) TestedPaveing Contractor: Esfeller

4/13/2011

D

FORM MC-26-1 REV. 2-27-08

MOBILE COUNTY PUBLIC WORKS DEPARTMENTBituminous Material Price Adjustments

Project No. MCP-303-10County: Mobile

Base Index for Asphalt Cement (Ibi) = $2.120Base Index for Emulsified and Cutback Asphalt (1b2) = $2.060

Month and Year of Base Index May-10

Definitions:P Total Partial Payment on Monthly Estimate.

P1 = Partial Payment for Asphalt Cement.P2 = Partial Payment for Emulsified and Cutback Asphalts.

Ibi = Base Index for Asphalt Cement.1b2 = Base Index for Emulsified and Cutback Asphalts.

ImI Monthly Index for Asphalt Cement.1m2 = Monthly Index for Emulsified and Cutback Asphalts.01 = Gallons of Asphalt Cement used during the month.02 Gallons of Emulsified and Cutback Asphalt used during the month.Dl = Algebraic Difference (ImI-Ibi).D2 = Algebraic Difference (1m2-1b2).

Refer to Specification Section 1 09.03(e).

Th (7)=(l)*(5)

(8)=(2)*(6)

(9)=(7)+(8)

*NOTE

A “positive” Dl or D2 indicates payment to the Contractor.A “negative” Dl or D2 indicates payment to the State.

Page lofI5/2/2011

(1) (2) (3) (4) (5)* (6)* (7) (8) (9)Month Year Gi G2 Imi 1m2 Dl D2 P1 P2 P

iPi- °it SZ- ))9 j° jO Ooi ocf,-4- 476 355,5c’

Form MC-26-2 REV. 2-27-08


MONTE-I PLACED Apr-il




a

7I974- 9

MONTHLY TOTAL GALLONS 4 ‘ 8 a* % Virgin A.C. Required by the Approved Job Mix Formula.

** Formula for gallons A.C. = pounds of A.C. Placed Divided by 8.51 lb/gallon (see specification section no.I 09.03(e)2).


$2. 120$2. 190

% Virgin A.C. x Tonnage Placed lb of A.C. Placed Gallons A.C.ITEM NO. % Virgin A.C. * 2000 = lb/ton During Month During Month For Month **

aIS7o44z-E 4, 9o.g


Iorm MC-26-3 REV. 2-27-Os


MONTH PLACED Apr-Il

PROJECT NO. MCP-303-lO BASE INDEX $2.060COUNTY Mobile MONTHLY INDEX $2.lOO


Gallons Emulsified or CutbackITEM NUMBER DESCRIPTION Asphalt used During Month

Pj-A

MONTHLY TOTAL GALLONS / I 9



\!abaru Lirtjneit of rrdiIspOrtatOn 4u9 1 o’ surn Bollievdrd oliLgomery 1 6i. 10

Select a Year: 2011 r PrintView

ALDOT ASPHALT INDEX SUMMARY 2011NI th Unit of PG PG Asphalt Emulsified Emulsified Asphalt°I’

Measurement Asphalt with Polymer Asphalt with Polymer

S per Gallon 1.95 2.58 1.96 2.28January$ per Liter 0.515 0.682 0.517 0.602

$ per Gallon 2.01 2.64 2.00 2.33February$ per Liter 0.53 1 0.698 0.529 0.614

$ per Gallon 2.07 2.71 2.01 2.33MarchS per Liter 0.546 0.715 0.531 0.616

. $ per Gallon 2.19 2.83 2.10 2.41Apnl$ per Liter 0.580 0.747 0.555 0.638

S per Gallon 2.37 3.03 2.17 2.47May$ per Liter 0.625 0.800 0.573 0.652

June

July

August

September

October

November

December

Alabama Department of Transportation 1409 Coliseum Blvd. Montgomery, Alabama 36110 I Phone: 334-242-6358Please send questions or comments about this site to webmasteriadot.tate.a1.us

I c.al Disclaimer

FORM MC-27-I REV. 429-I I

ALABAMA DEPARTMENT OF TRANSPORTATIONAdjustments Due To Cost Of Construction Fuel For HMA Production

Project No. MCP-303-1OCounty Mobile

Base Index for [[MA Fuel Procluction (lb 1) = $2.040

Month and Year of Base Index = May-10


P1 = Partial Payment for HMA Fuel ProductionIbi = Base Index for HMA Fuel Production

Imi = Monthly Index for HMA Fuel ProductionGI = # of Gallons used for HMA Fuel Production.Dl = Algebraic Difference (ImI-Ibi).

Refer to Specification Section 109.03(e).

(3 )=(2)-(lb 1)

—\(4)=(l)*(3)

(5)=(4)

- *NOTE

A “positive” Dl or D2 indicates payment to the Contractor.A “negative” DI or D2 indicates payment to the State.

Page loflSf412111 1

Month Year (1) Gi (2) (ml (3) DI (4) P1 (5) P/Pi( Z,7

FORM MC-27-2 REV. 4-29-Il


MONTH

PROJECT NO. MCP-303-1OCOUNTY Mobile


$2.040

$2.750

Lc’l I

HMA FUEL COST - PRICE ADJUSTMENT WORKSHEET

MONTHLY TOTAL GALLONS S2-9

ITEM NO. Rate: 2 gal/tonTonnage Placed

Gal of Fuel Used During MonthDuring Month

4z-A 4071ciZ4Z-4 Z.c’

7c’T,4L- 92Th


Adn rtment uf r spuaton 4U9 Colini tioulevard MontqorueAL 36110

____

(3:Select a Year: 2011 1 Print VieJ


Measurement Index Only

S per Gallon 2.45 2.18January

$ per Liter 0.647 0.575$ per Gallon 2.58 2.35

February$ per Liter 0.68 1 0.621

S per Gallon 2.91 2.63March

$ per Liter 0.769 0.696

. $ per Gallon 3.10 2.75Apnl

$ per Liter 0.820 0.726

$ per Gallon 3.27 2.84May

$ per Liter 0.865 0.752

June

July

August

September

October

November

December

Alabama Department of Transportation 11409 Coliseum Blvd. I Montgomery, Alabama 36110 I Phone: 334-242-6358Please send questions or comments about this site to wehrnasterdot.state.alus

Legal DiscIarner

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BITUMINIOUS PRICEADJUSTMENTS PACKAGE

MC-BCR Bituminous Certification Request (final)MC-3-1 Liquid Asphalt Checks (linal stibmittal)MC-3-2 Liquid Tack Checks (final submittal)MC-26-1 Bituminous Materials Price AdjustmentMC-26-2 Asphalt WorksheetMC-26-3 Tack WorksheetMC-27-1 HMA Fuel Production Cost AdjustmentsMC-27-2 HMA Worksheet

DEAR SIR

Hosea 0. Weaver and Sons, Inc.

PROJECT:COUNTY:

The Job Mix below may be only used at the plant noted and for materials listed.

The plant mix will be produced in complience with the applicable specifications,

N plan notes, and special provison&

PLANT:SECTION:

SAL

THEODORE, AL429A1/2”A-B

MATERIALS $ (APPROX) DESCRWrION SOURCE

#89 GRANITESCREENINGS

SANDPEA GRAVEL

RAPBAGHOUSE FINES

MARTIN-MARIETTA NOVA SCOTIAMARTiN-MARIETTA MAYLENE ,ALTRIANGLE MATL’S JACKSON,ALTRIANGLE MATL’S JACKSON,AL.SR# ‘88 FRANKLIN CREEK THRU GRAND t?’?

PLANT

JOB MIX S1EV

N/A23

N/AN/AN/AN/A

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3/41/23/8#4#8

# 16#30#50

# 100# 200

% BINDERA/C Lbs/Ton

GzrirnLbs/ Ft3T.S.R.ANTI STRIPSTABIUTYEFF. A/CD/ ACOARSE ANGULARITYFINE ANGULARITYGsb

5.50%110

2.479147.8

.96ADHERE 1500 0.50%

22005.39%

1.006743

2.689

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MIXING TEMP.COMP.TEMP

NOTE 4.50 % PG. 67-22 musthe added to the mix.The wnIaining 1.00 % com.’s

335 from the rat.2Y

D’%ignr 1Avi1 Ill Ecp LuLL’ 12- 1- 2012

AADAP 0. Box 8039 • Mobile. Alabama 36689-0039

(251)342-3025 • Fax (251)342-0108 R * 33 A\

THRU THE ZONE” SURFACE - PATCHING -LEVELING

1827201420

1620031517531753

BPN #

ASPHALT GULF COAST ASPHALT MOBILE AL

ASPHALT BINDER GRADE P.G. 67-22

OTHER INFORMATION: 50 BLOW

100976745.42512

75.4

FORM MC-3-1 REV. 2-27-08

MOBILE COUNTY PUBLIC WORKS DEPARTMENTLIQUID ASPHALT CHECKS

PROJECT NO.

CONTRACTOR:

COUNTY:

MATERIAL GRADE:

USED FOR:

(LBS)?RODUCER NO. MATERIAL DEUVERED

(TONS)DATE ASPHALT PLACED

(LBS)ASPHALT REQ. ASPHALT LAYER

MCP-303-1 0Esfeller Construction

MOBILE

PG. 67-22ASPHALT PLACEMENT

4/11/11 203.96 18356.40 wearing4/12/11 210.41 18,936.90 wearing

ASPHALT LAYER

(LBS) (TONS) (LBS)PRODUCER NO. AATERAL DELIVERED DATE ASPHALT ACEO ASPHALT REQ.

.

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TOTAL TOTAL 37,293.30 LBS

MUST SUBMIT FORM MC-BCR

‘ FORM MC-3-2 REV. 2-27-08

MOBILE COUNTY PUBLIC WORKS DEPARTMENTLIQUID TACK CHECKS

N PROJECT NO.

CONTRACTOR:

COUNTY:

MATERIAL GRADE:

USED FOR:

(GALLONS @ 60 °F)

QATE TACKT PLACED

I

___________________________________________

I

MCP-303-1 0Esfeller Construction

MOBILE

AE-P

ACi( COAT-

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(LBS)PRODUCER NO. MATERAL DELIVERED

(LBS)TACK REQ.

4/6/11 1218.75 10,371.56

(LBS)-m PRODUCER NO. MATERIAL DELIVERED

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1BITUMINOUS CERTIFICATION REQUEST

PROJECT NUMBER: MCP-303-10 STARTING DATE April 6, 2011DESCRIPTION: Rock Road ENDING DATE April 12, 2011

Supplier H.O. Weaver

MATERIAL GRADE Asphalt - P.G. 67-22 QUANTITY 37,293MATERIAL GRADE Prime - AE-P QUANTITY 10,372

I y-fl’\ DOHEREBYCERTIFYTHATALLTHE(print name)

— BITUMINOUS MATERIAL USED ON THE ABOVE MENTIONED PROJECT MEETS OR EXCEEDS ALL OF THEALABAMA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR THE TYPE, GRADE AND QUANTITYOF BITUMINOUS MATERIAL LISTED ABOVE.

I hereby certify the above statements to be correct and true

Authorized Official

STATE OF ALABAMA, County of y’L / LSworn and subscribed to before me this

z.c dayof 20 11---J

Notary Public

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MOBILE COUNTY ENGINEERING DEPARTMENTMC-83 Daily Concrete Placement Reports

EXAMPLECONCRETE PACKET

501.02

2. MASTER PROPORTION TABLE.MASTER PROPORTION TABLE

One Cubic ‘(ard [Meter) Proportions1 —

Concrete Class -

A-ia A-2a B-3 A-ic C-4 E-6a S-7aTypeCement Factor 620 620 508 620 620 658 696

(lbs.) (kg) [368) (368) (302) (3681 [368) [390) (413)Fly Ash, GGBFS, a

See Note See Note See Note See Note See Note See Note See NoteMicrositica (lbs.)e e e e e e e(kg)

Maximum Water in 36 39 36 33 33 35 39Gallons [titers) (178) (193) (178) (163) (163) [173) (193)Fine Aggregate 1088 1204 1487 1097 1504 947 1096

(lbs.) (kg) (645) [714) (882) (651) [892) [562) (650)Coarse Aggregate 1839 1829 1712 1857 1677 1974 1696

(lbs.) (kg) (1091) (1085) [1016] (1102) (995) (1171) (1006)TotatAir%by

2.5to6.0 2.5to6.0 2.5to6.0 2.5to6.0 2.5to6.0 2.5to6.0 2.5to6.0VolumeMaximum

3 3 3 3.5 3 3.5 7Consistency(75) (75) (75) (90) (75) (90) (180)Slump (in.) (mm)

Coarse Aggregate57 or 67 57 or 67 57 or 67 57 or 67 57 or 67 57 or 67 57 or 67Size_No.

Minimum 28 DayCompressive 3000 3000 2000 4000 3000 4500 3000

Strength (21) (21) (14) (28) (21) (31) (21)(psi)_(MPa)

Specialb b b a, b b a, b c, dRequirement Notes

Notes:a. The Class A Type ic mix and Class E mixes wiLt require an approved Type “A”, Water-reducing

admixture or a Type “D” Water-reducing and retarding admixture in the mix design in order to obtainthe 3.5 inch (90 mm) slump. These admixtures shall be included in the mix design.

b. Approved Type “F”, Mid-Range Water-Reducing (MRWR) admixtures may be used to chemicallyincrease the slump of the concrete if they are shown in the approved mix design. The chemical sLumpshall not exceed 5.5 inches (140 mm). In no case shall the water to total cementitious material(cement plus mineraL admixtures) ratio shown in the Master Proportion Table be exceeded in order toincrease the slump. Concrete shall be tested for slump before and after the addition of the chemicaLadmixture. Mid-Range water reducers are chemical admixtures that will provide a water reduction of 8to 18 percent without extending the setting time of the concrete mix. Approved Mid-Range waterreducers are listed in the “Materials, Sources, and Devices with Special Acceptance Requirements”manual, List Il-i “Chemical Admixtures for Portland Cement Concrete”.

c. Seat concrete used as an integral part of a bridge support system will require the use of washedgravel coarse aggregate, Type II cement, and Class “F” fly ash, or Ground Granulated Blast Furnace Slag(GGBFS) to aid in reducing the heat of hydration. Fly ash or GGBFS use in mixes shall be as specified inItems 501 .02(c)5. and 501 .02(c)6. respectively. Seal concrete not used as an integral part of the bridgesupport system does not require the use of washed gravel coarse aggregate, Type II cement and Class“F” fly ash or GGBFS.

d. Approved Type “F”, Water-reducing, high range admixtures or Type “G”, Water-reducing andretarding, high range admixtures may be used to obtain a ftowable concrete mix within the allowablestump range, provided they are shown in the approved mix design. In no case shall the water to totaLcementitious material ratio shown in the Master Proportion Table be exceeded in order to increase theslump.

e. Fly ash use in concrete mixes shall be as specified in Item 501 .02(c)5. Ground granulated blastfurnace stag use in concrete mixes shall be as specified in Item 501.02(c)6. Micrositica use in concretemixes shalt be as specified in item 501 .01 (c)7.

5-2

501.02

Explanation of Table:The following construction code numbers identify the kind of work on which a designated mix

is to be used:Type 1 - Mix “a”, bridge substructure concrete, box culverts, retaining waLls, and concrete

safety barriers. Mix ‘c”, bridge superstructure concrete.Type 2 - Mix “a”, headwalls, inlets, and miscellaneous concrete units.Type 3 - Slope paving.Type 4 - Machine laid curbs, gutters, or combination curbs and gutters.Type 6 - Bridge concrete for use when the structure is exposed to salt water, where shown

by the plan details, or directed by the Engineer.Type 7 - Underwater concrete.Substitution of Type 1 mixes for Type 2 and 3 mixes or the substitution of a higher strength

mix for one of a lower strength may be permitted if such is requested in writing.The mixes shown by the Table were designed on a specific gravity of 2.65 for sand and 2.60

for coarse aggregate (bulk, saturated, surface dry). The design weights (masses) will be adjusted onthe mix design to reflect the specific gravities of the actual aggregates being used. These mixes weredesigned to use either No. 57 or No. 67 coarse aggregate. If requested, the use of No. 7 may bepermitted in Type 4 mixes and the use of No. 357 or No. 467 may be permitted in Type 7 mixes.

The basic design fineness modulus for sand is 2.60. The required gradation uniformity is givenin Subarticle 802.02(g).

3. CHEMICAL ADMIXTURES FOR CONCRETE.The Materials and Tests Engineer may approve the use of other chemicaL admixtures if

requested in writing, except that caLcium chloride will not be permitted.The methods and equipment used for measuring and adding chemical admixtures shall be

approved by the Materials and Tests Engineer. Equipment which wilt not accurately dispense thecorrect amount of chemical admixtures in an acceptable manner will not be approved.

4. AIR-ENTRAINING ADMIXTURES FOR CONCRETE.An approved air-entraining admixture shall be used as specified in the Master Proportion

Table. A range of total air content of 2.5 % to 6.0 % shall be maintained at the point of delivery. Themix design shall be based on a target total air content of 4.5 %.

The methods and equipment used for measuring and adding air-entraining admixturesshaLL be approved by the MateriaLs and Tests Engineer. Equipment that does not accurateLy dispensethe correct amount of air-entraining admixture in an acceptable manner wilL not be approved.

The total air content of the freshly mixed concrete shalt be measured in accordance withthe requirements given in AASHTO T 1 52 using a Type B pressure meter. ALL pressure meters used formeasuring the total air content shall be calibrated prior to the beginning of concrete placement. Thecalibration of pressure meters shaLl be verified at least twice a week and anytime a questionable resultis obtained.

5. SLUMP.The consistency slump shown in the Master Proportion Table for each mix is considered

the specified slump. When the specified slump is 3.0 inches (75 mm) or Less, a tolerance of plus0.5 inches ( 13 mm) will be acceptable for the mixture delivered at the work site; when the specifiedslump is greater than 3.0 inches (75 mm), a toLerance of plus 1.0 inch (25 mm) wilL be acceptable. Anymix delivered with a slump less than the specified slump will be acceptable provided the mix isworkable.

Slump shall be measured in accordance with the requirements given in AASHTO T 119.6. FLY ASH USE.

Fly ash may be used in any mix design except where it is specified otherwise by the plansor proposal. On some projects, fly ash will be required for certain applications. In these cases, therequirements will be shown in a special provision or as a note on the plans.

If fly ash is used, the Master Proportion Table will be used as a guide in proportioning themix components. Fly ash may be substituted for cement up to a maximum substitution rate of twentypercent for Class “F’ fly ash and thirty percent for Class “C” fly ash by weight [mass). The minimumsubstitution ratio of fly ash to the cement it replaced will be one to one.

When fly ash is substituted for cement in any mix design, the letter “F” will be added inthe Class designation (i.e. Class A-la becomes Class AF-la, Class A-ic becomes Class AF-ic). Due to thedifference in the specific gravity of fly ash and cement, adjustments will be made to the aggregate

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FROM

BMT-78REV. QQi1QfQ

(MON)JAN 32011 11:28/ST. 11 27/No 6846217886 P 4


CONCRETE MIX DESIGN

PRODUCER: Bay ConcreteREMARKS:.

DATE ISSUED: 0612912009

EXPIRES: 0612912013

IDENTIFICATION OF MATERIALS

MATERIAL TYPE I PRODUCER I LOCATION 1 3.0. I V.C.

CEMENT I,cEMEX/DEMOPOLIS,AL/3.iS/M120

MINERAL ADMIXTURE #1 FASH F I MNEIAL RESOURCE I PEI!RSBURG, 14 12.401 P29

MINERALADMIXTURE#2 — NONE -

NE AGGREGATE #100 SAND / GLENN BRADFORD GRAVEL I DICKINSON, AL /2.63/1741 —

CoARSE AGGREGATE #57 GRAVEl.! GLENN SRADFORD GRAVEL! DICKINSON, AL I 2.801 1741

WATER FROM APPROVED SOURCE —

AIR ENTRAINING EUCON AUR 30 I EUCLO / CLEVELAND. OH I 027

WATER REDUCER RETARDER — EUCONLR I EUCLO 1 CLEVELAND, Oil I 014

WATER REDUCER EtJCQNX.16IEUCLIDICLEVELAPIO,OH/G15 —

CONCRETE MIX DESIGN

ONE CUBIC YARD (METER)—

CLASS — TPE AF-la -

CEMENT FACTOR (lb.) (k9) —496 (294)

MINERAL ADMIXTURE #1 (,)(kg) 124 (74)

MINERAl. ADMIXTURE #2 (b.) (ku) NONE

MAXIMUM WATER (Galons)(Lit•rs) 34.1) (168.4)

FINE AGGREGATE (.)(kg 1.066 {632)

COARSE AGGREGATE (Ib.){lg) — 1.850(1,098)

TOTAL AIR (%) - 2,5% - 6.0%

ALLOWAbLE SLUMP (In) {mni -— - 3(76)

AIR ENTRAINING (oz)(mL) - 15 {56)

WATER REDUCER RETARD IR (oz (mL) 31.0(1 2O1}

WATER REDUCER (o (mL) 43.4 {1,682

MIX No. FRM-058-09

APPROVED BV $I4ANPION lIlOLO!t P.1.

CONCPIEYE EI4QINIIR

THE CHEMICAL SLUMP MAY BE IHCREASD TQ 54 INCHES TH THE USE OF TYPI F CHEMICAL AOUIXTURES

ADMIXTURES SHALL BE AOJUSTD AT THE FIELD FOR DESIRED RESULTS \MTHOUT EXCEEDING THE MNUFACTURERS MM RECOMMENDED DOSAGE.

P FM EXCEEDS 2,10 ThEN 25.5 lb (14 K OP CEMENT SHALL BE ADDED AT NO ADOmONAL COST TO THE STATE.

PROJECT INFORMATION AND DIVISION APPROVAL

CONTRACTOR USE ONLY DIVISION USE ONLY

PROJECT Mo. COUNTY: —

Pl.ANT LQCATION CERTiFICATE

STRUCTURE ——TYPE

:—vliooRcobE:

-C[rci

APPROVED BY C]NPCA

DATE; CURRENT—

.

F ROM

BMT.76REV. 0011 0)10

(MON)JAN 32011 11 27/ST 11:27/No. 6846217386 P 2


CONCRETE MIX DESIGN

PRODUCER: Bay Concret.REMARKS:

DATE ISSUED: 06(2912009EXPIRES: 05129/2013

IDEN11FICATION OF MATERIALS

-

.- CLASS — TVPE AF2i

CEMENT FACTOR (lb.) (kg) 498(294)MINERAl. ADM)XTIJRE #1 (Ia.) (kg) — 124 (74)

MINERAL ADMIXTURE #2 (b(k) —— NONEMAXIMUM WATER (Galons) (Ut,rs) — 34.0(168,4)FINE AGGREGATE (lb.) (kg) 1,060(632)

• COARSE AGGREGATE b(kg} 1,850(1.098)TOTAL AIR (%) — 2.5% - 6.0%

ALLOWABLE SLUMP (fri) (mm) 3 (76AIR ENTRAINING (ox) {rnL) 1,5(58)WATER REDUCER RETARDER (oz) (tiiL) 31.0(1.201)WATER REDUCER (o) -- 43.4(1.882)

MIX No. FRM-069.09

APPROVED flY: SI4ANNONCIOLOEN. P.E.::_

CONCRETE ENGINEER1———- —

THE OHEMIOAL SLUMP MAY SI! INCREMED To 5.5 YNCNE8 wiTH THE USE OF TYPE F CHEMICAl. ADMIXTURESA.4UCTV$ $IIAI.I, AO,ILI$TEO AT IH! IfLO IOR DESIRED RESULTS WiTHOUT EXCEEDING THE MANUFACTUES MAX RpOOMMENDEO DOSAGE.

PROJECT INFORMATION AND DMSION APPROVAL

——— .— — —.

MATERIAL riPe i PRODUCER I LOCATION I 8.0. I VC.

CEMENT I I CEMEX I DEMOPOLIS, AL) 3.151 Ml 20

MINERAL ADMIXTURE #1 FLY ASH F! PNERAL RESOURCE I PE1ERSBURG. Ni 2.40 / P329

MINERAL ADMIXTURE #2 NONE

FINE AGGREGATE #10 ;AND I GLENN BRADFORD GRAVEL IDICKINSON, AL! 2,631 1741

COARSE AGGREGATE #67 GRAVEL I GLENN BRADFORD GRAVEL I DICKINSON, AL /2.60/1741

WATER -— FROM APPROVED SOURCEAIR ENTRAINING EUCON AiR 30 F EUCLID! CLEVELAND, OH! C27

WAi REDUCER RETARDER - EUCON LR/ EUCLD!CI..EVELANO, OH! C14

WATER REDUCER-

EUCON X.15/ EUCLID I CLEVELAND, OH I C15

CONCRETE MIX DESIGNONE’CUEIC YARD (METER)

f -- -.

CONTRACTOR U$ ONLY DM81014 USE ONLY

PROJECT ND.: COUNTY: —.___________LAM? LOCAT!0N

STRUCTUREVENDOR CODE: Q’NcA

-—-. APPROVED SY: NPCA

. -- —

DATR QCURREN1’

. —:

1- R CM (MON)JAN 32011 11:27/ST. 11:27/No. 846217886 P 3

BMT-75REV. 09110/10


CONCRETE M1X DESIGN

PRODUCER: Bay ConcretReMARKS:

DATE ISSUED: 0612912009EXPIRES: 029I201 3

IDENTIFICATION O MATERIALS

CONCRETE MIX DESIGNQNCUIIC YARD (MC1!I)

CLASS—IT —- BF4ENT FACTOR (Ibj(kg) 408(241)

NERALADMIXTURE#1 (b)(k) 102(61)MINERAL ADMIXTURE #2(b) (ks) NONEMAXIMUM WATER (GaUon{Uters). - 32.0 (158.4)FINE AGGREGATE (b,) (kg) 1209 (717)COARSE AGGREGATE (c.) çkg) — 1 850(1,096)TOTAL AIR (%) 2.5% - 6.0%ALLOWABLE SLUMP (,i) (mm) 3 (76} —

AIRENTRAINING (o(mL) — — 1.5(58)WATER REDUCER RE1RDER (oz) (mL) 2&4 (984)WATER REDUCER (o4 (mU 35.5 (1 .378)MIX No,

-. FRM-060-09 -—

APPROVED IY EHANNON GOL0EN P.CCONCRETE ENGINEER

g IHIMICP.L SLUMP MAY BE NCRBASED TO L5 INCHCS MTh ThE use OF TYPC F CHEMICAL ADMIXTURESADMIXTURES SHALL E APJUSTEO AT THE FIELD FOR DE$MIIP .‘SULTS wimaur EXCOING ThE MANuFACTURER’S MAX RECOMMENtED DOSAGE.

PROJECT INFORMATION AND DIVIONAPPROVAL- CONTRACTOR USE ONLY DIVISION USE ONLY

PROJECT No.: COUNTY: —- PLANT LQCATIOW- RTIpCATE

STRUCTURE —— VENOORCODE:

— C]:NcA‘

CJPCi:APPR0VD óV — NPCA

D,a’r;

J cuw. — — -.

- EXPHEID

MATERIAL TYPE I PRODUCER I LOCATION I S.D. I V.0.CEMENT II CEMEX I DEMOPOLIS, AL 13.151 M120Mtii. ADMIXTURE #1 FLY ASH F I MINERAL RESOURCE I PETERSBURG, NI 2,40! P329 —

MINERAL ADMIXTURE NONEFINE AGGREGATE #100 SAND / GLENN BRADFORD GRAVEL / DICKINSON, Al. / 2.831 1741COARSE AGGREGATE #57 GRAVEL / GLENN BRADI!ORO AVEL / DICKINSON, AL. /2.601 1741WATER FROM APPROVED SOURC_ -AIR ENTRAINING EUCON AIR 30 IEUCLDI GLEVELMD, OH I C27WATER REDUCER RETARDER - - EUCON L.R / EUCLL / CLEVELANO,OH/C14WATER REDUCER

-

EUCONX-15 / EUCLID I CLEVELAND. OK I C15 —

Mobile County Public Works CONCRETE PLACEMENT MC-83Engineering Department DAILY REPORT Revision: 2/26/08

Page loll

Copies: Project Number: pProject Engineer County:

fl Mobile County Date: /0- /5-4Z’9

Structure No. sP—\Th Type Concrete-

Weather Conditions d

I. Temperature Range o °F Low, °F High, Temperature of Mix 85 F2. Contractor: \.\ p,3. Description Of Structures Ic.pd ii lc.Jl4. Location Of Placement Lr).-(4°itc?5 £T’) )/8(’4.4\ T) s or) z3(.*as5. Time Placement Started I SO 3— PM) Completed )O ‘(AM -43.6. Cubic Yards Placed This Date 4S CUYD Total To Date

__________CUYD

7. Batches Delivered To Project This Date /8. Method of curing

10. Field TestsTime Slump (inches) Time % Air Entrained

iI - V 1/153

1 1. Cylinder TestingType Of Field Curing

Time Cylinder No. Structure & CylinderStationing Break Age Method Temperature

/Z.’,iz:o/ 2 2jz:c.z. 3

12. Remarks: 2, q -

c--

_______________ ______________

Geo Tech Inspector Project Inspector Project Engineer

08AC! Certification Number

“3


Page lofi

SP€ - m6-lCopies: føor Project Number: o3-9

Project Engineer County: ‘YQk ,

Mobile County -r-g2 izz Date: iO-/6 ?

Structure No 5P-2) Type Concrete ATh Weather Conditions c c’d

1. Temperature Range °F Low, 73 °F High, Temperature of Mix 73 °F2. Contractor: \\ O• je—

Th 3. Description Of Structures S?oped Tz&\,ecl 4ck 5operJ Pcvec’ U4. Location Of Placement 3C” 3(

- 5. Time Placement Started I Z.’oO (AM —( Completed_j a’ 40 (AM6. Cubic Yards Placed This Date \ CUYD Total To Date CUYD7. Batches Delivered To Project This Date / 4) 7, 7’l” S)S8.Methodofcuring


)l’oS Z11Z”



&E 3 -l6-/I

12. Remarks: is \o fr- (YS Q


1i’4 -.Qco

ACI Certification Number

Etainp O,


Page 1 of 1

Copies: j Project Number: 1C° 3a3—a9

Project Engineer County: iJ’ob,’/_

_____________

Mobile County Date: /(2-/(/g

Structure No. S—Type Concrete /lr- I /-Weather Conditions

1. Temperature Range 4 °F Low, 73 °F High, Temperature of Mix °F2. Contractor: \, 0,

3. Description Of Structures ‘i I’, I “

4. Location Of Placement 5 t 4 .y5. Time Placement Started /c’c. (AM —M) Completed k ‘49 (AM -<fM)6. Cubic Yards Placed This Date C a5 CUYD Total To Date ‘z5/Z:CUYD7. Batches Delivered To Project This Date

‘ ( Z, 1o—1 . 7S De ecj,8. Method of curing \A


)?pS i3.’c7 7



/// 7

/:7

12. Remarks: 4t. \., useA cc 79 Lii - Vi

________________

I

________________


ACI Certification Number

cW

BATCH PLANT

IN VOICE

PRODUCtNUMBEIS

DESCIPTION’ .‘ AMOUNT

..celp* of the concret, product ihall subject purch.e.riown.r to H). following:

liS OF ACCEPTANC: a) volume of hardened concrete may be, or appear to b less than anlidpated due to waste and spiflag., over-excavatIon, spreacflna fonn lose of entrained air, or settlement of wet mixijilof which are producer’s rca nalblfty b) concrete strength guarantee per ASTM C94 a not effective unless field sampling Is done per ASTM C172 and C31 and laboratory testing fully comphaa with ASTM C39“77; c) trucks not permltteh beyond curb lin, except upon owner or contractor’s autho1zatIon as shown by signature below and purchaser or owner’s agent lndemnhlI and holds supplier harmisee from any and all dars.iay occur to owner’s property d) Ills the responsIbIlIty of the purchaser tO provlds access to the point o(.divery sultabl. for the vehicle to travere. under its own power. and aU orders a, accepted subject to InditiOn. Any wrecker expense and delivery charge Incuired will be borne by the purchaaac / JflOil: Contains Portland Cement Product may cause skin irritation. Avoid eye contact and direct skin cot,tI(Keep out of R.sCIran. UI. only ae)ntended.

Recebedx /c 4(PRODUCER NOT RESPONSIBLE FOR COLOR, FINISH; OWNER OR OWNER’S AGENT

HARDNESS, CRACKING OR CONCRETE POURED I S.’,

___________

ABOVE A 5” SLUMP LEAVE PLANI’ IRRIVE JOS SITE START DISCHARGE FINISH DISCHARGE ARRIVE PLANT

CUSTOMER NO I I l3 2. I 1S I...: pj’. MIXNUMBEA YARDSH TRUClNUMBE: DRIVER .. TIME: ., DATE TICICETNO.

3 HD- U ?. 0 31Ø ‘ EI”I’v t4 [1 HWL 1 1 . I B P10/ rY S9.1F,... h. . ) -‘ ,,...

q$ 1DSCFPTION . ARD3RDERED 1YARPq8ELJVEREU I• ,‘ PRICE.QUANTITY -

‘‘‘MD66LF , IFti-’ ‘

- ‘

$ - ‘LW’’QJ UEL_ . .5,

‘.-‘ .

..-...-S

- , I ‘

S ‘1•’. 5

5— ‘. 5,

WATER ADDED AT —_______________________________CUSTOMER’S REQUEST

gale, to full load

TEST CYLINDERStO

SUB TOTAL TAX %. PREL TOTAL TAX TOTAL

5’

MADEI- f

• Sb. at Reo- Water Added

REMIT ADDRESS

P.O. BOX 1529ThEODORE, AL 36590

0(N) [ICAL DISPATCH (251) 408-0700

SUSTOMER NAME:

iNC R-1E - Pt)ICf

I-

1N

DELIVERY ADDRESS

:AtEL HWY

o

CUSTOMER RO. NO.:

Wr%t/ .

GRAND TOTAL

YARDS DELIVEREDS.

TCH PLANT

I — ( QICE

i-cU 6ot,v,r P-zREMIT ADDRSS fJcpe A9S Q*:A ‘,‘9i947

P.O.80X1529ThEODORE, AL 36590 J ‘

(©I CI

AL DISPATCH (251) 408-0700

Comments:

Concrete Tested Yes Q No

Cylinders Taken Yes Q No

.

..pt of th concret. product shell subject purchaser/owner to the following: I

9 OF ACCEPTANCE: a) volume of hardened concrete may be, or appear to be, less than anticipated due to wast• and spillage, overexcavation, spreading forms, loss of entrained air, or settiem.rg at wet mixtureáof which are producers responsibility; b) concrete strength guarantee per ASTM 094 is not effectiv, unless field sampling is done per ASTM 0172 and 031 and laboratory testing fully complies with ASTM 039 a

)71; C) trucks not permitted beyond curb line except upon owner or Contractor’s authorization as shown by signature below; and purchaser or owner’s agent Indemniffee and holds supplier harmless from any and all damaay occur to owner’s property; d) It is the responsibility of the purchaser to provide access 10 the point I delivery suitable br th. vehicle to traverse under ite own power, and all orders are accepted subject to lb 4

,ion, My wrecker expense and delivery charge Incurred wilt be born, by the purchasec

‘ON: Contains Portland Cement. Product may cause skin irritation. Avofd eye contact and dIrect skIn

OWNER OR OWNERS/GENTPRODUCER NOT RESPONSIBLE FOR COLOR, FiNISH,HARDNESS, CRACKING OR CONCRETE POUREDABOVE A 5” SLUMR 1:

CUSTOMER NO. ‘r itC?

. LEAVE PC%,T) ARRIVE JOB SITE STARE DISCHARGE. FINISH DISCHARGE: ARRIVE PLANT.

,TOMEFl NAME

QNC1E.r ERVItE.’,

l. tØ

DESCRIPTION

PLAN1’: MIXNUMBER. YARDS.. . TRUCI(NUMBER . DRIVER TIME ‘ DATE .i._T1CKETNO,,

‘ UTLLX(WI3, Rf’]I FU h? I16O)

DELIVERY ADDRESS

HflLF’ EI14) ti’‘

!V. Lk 114Y _c’1t.ft.. •‘

.:75 ‘td 1D6ECFr’r”—

CUSTOMER P.O. NO.

‘3rHAfl 3rP-.F,iPRODUCT CODE. JOB NO.,

flf lflrf •,

- r ‘ -..,- .-

,,

j,L’f7

AMOUNr

,.. ‘ .

.

,,,1d

Arflrv &r

i AS

TEST CYLINDERSMADE

‘38812

CUSTOMER’S REQUEST

,. gals. to full load

gals. tG2I3 load

gals. to 1/3 loadSUBTOTAL TAX %. PREV.TOTAt TA)(TOTAL. GRAND TOrAL

Sb. of ReC.Watet Added

upplemental #1

Slope Paving614A-000

)rawing Shape Calculations Total Per PageN

m A [(((6.8 FT + 5.8 FT) /2) x 6.2 FT) x 0.33 ] /27 0.477 CU.YD.I B [(2.1 FT x 4 FT x 0.5) x 0.33] / 27 0.051 CU.YD.

C [(1.5 FT x 4 FT x 0.5 ) x 0.33] / 27 = 0.036 CU.YD. 0.564 CU.YD.-

D D [(((1 FT + 4.8 FT) / 2) x 4 FT) x 0.33 ] /27 = 0.141 CU.YD.m E [(((4.8 FT + 4 FT) / 2) x 15.2 FT) x 0.33 ] / 27 = 0.817 CU.YD.

—..2 F [(1.85 FT x 10.5 FT x 0.5 ) x 0.33] / 27 0.118 CU.YD.

T,W. F (7FTx1.5FT)xl.0]/27= 0.388 CU.YD.E) T,W. E (1 FT x 1 FT) x 0.5]! 27 0.018 CU.YD. 1.482 CU.YD.Th

m G (5 FT x 2.3 FT) x 0.33]! 27 = 0.140 CU.YD.-, 3 H [(2FTx2FTxO.5)xO.33]/27= 0.024 CU.YD.

I [(2FTx1.5FTxO.5)xO.33]/27= 0.018 CU.YD. 0.182 CU.YD.

TOTAL THIS PAGE 2.228 CU.YD.

TOTAL SLOPE PAVING 2.23 CU.YD.

DIAGRAM

SLOPE PAVING61 4A-000

DRAWING 3N. T. S.

HALF MILE ROAD

SLOPE PAVING 4”=O.33’ THICK DIAGRAM

0

I,

C)0

L

A —AN. T. S.

Minor Stucue Concee82Z-ZZZ

3.833

MINOR STRUCTURE CONCRETE29” x 18” ROADWAY PIPE COLLAR

A = 3.1416 x (3.833/2)2 = 11.539B = 3.1416 x (2.500/2)2 = 4.908A — B = 11.539 — 4.908 = 6.631

6.631 / 27 = 0.25 CU.YD.

qc-qa-handout.pdf - Mobile County

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