DOT-319 Concrete Test ReportTest Log Project No: 0000784-721850 Lab: Jacobs - OV Test Control Number...

Concrete Test ReportDOT-319

Test Control Number: 1210

Contract No: Concrete Plant: Plant Location/Name: Class Concrete:742 AReady Mix USA

0000784-721850 Fulton 500Pay Item:Total Cubic Yards:County:Project No.: 3

7District No.: PI Number: 0013546

MATERIALS CODE TYPESPECIFIC

GRAVITY

WEIGHT

PER YARD

Cement

Fly Ash

Sand 1

Sand 2

Coarse Aggregate 1

Coarse Aggregate 2

Water

Air Entraining

Other Admixture

520

125

808

333

1894

4

F/A Ratio

F/F Ratio

C/C Ratio

Gallons Per Yard

Percent (%)

Add Rate / Yds

Remarks:

Field tested in accordance with ASTM standards C31, C143, C231, and C1064.

Tester(s) Intials and Certification No(s):

(For Laboratory Use Only) Tested in accordance with ASTM standard C39

The Sample Below: Meet Requirements

Fail to Meet RequirementsOf Section 500 , except number(s) listed:

CODE CLASS CONCRETE CODE TYPE ADMIXTURE CODE TYPE STRUCTURE

1 A 1 RETARDER 08 DITCH PAVING

2 B 2 WATER REDUCING 09 MEDIAN

3 AA 3 ACCELERATING 10 MISCELLANEOUS

4 AA1 4 OTHER 11 SIDEWALK

5 AAA 12 PRESTRESSED BEAM

6 SEAL CODE TYPE STRUCTURE 13 PRESTRESSED PILE

7 CS 01 CULVERT AND END WALL 14 PRECAST BRIDGE

8 ACCELERATED 02 BRIDGE 15 PRECAST MISCELLANEOUS

9 PAVEMENT 03 BRIDGE DECK 16 PAVEMENT

0 OTHER 04 APPROACH SLAB 17 SPECIAL PURPOSE

05 SLOPE PAVING 18 OTHER

06 RETAINING WALL

07 CURB AND GUTTER

Slag

13

49

174

047

129

1

4

1

1

57

3.14

2.77

2.72

2.62

2.71

SIZE

57

34

Sample

Number

Type

Fracture

Unit Load

(psi)

Max Load

(lbs)

Area

(in2)

Date

Made

Age

(Days)

Laboratory

Number

Diameter

(in)

Length

(in)

Slump

(in)

Air

(%)

Cubic

Yards

Type

Strt

Description and

Placement Location

3.6 32E-NB-ML-N2-MSE-

NB20-LvlPad

18 02/18/20193433 28 6 12 28.27 0 0

434 28 6 12 28.27 0 0

Submitted By: State Materials and Research Enginner:

Printed on: 2/22/2019 Page 1 of 1

Aggregate Quality Sample Report

Georgia Department of Transportation

Office of Materials and Research

Sample Number:

Date Received: Project Number:

OV-104

County Number:

Contract No.:

Producer Code:

Material Code:

Date Sampled:

Quantity:

Location:

Vendor:

Date Completed:

Remarks:

Sample Type:

Sampled From:

Unit:

Examined For:

01/08/2019 USA RM Stockpile

Standard Sand & Silica

121 Fulton

0000784-721850

Meets Requirements: Sample Used for Source Evaluation

Durability Index:

Bulk Gravity

Absorption

% Optimum Moist:

SO4:

Resistivity:

lbs/ft³ Compacted

Apparent Gravity

GDT49:

LBR:

pH:

lbs/ft³ Loose

S.S.D. Gravity

Volume Change

CaCO3:

Cl:

Group No.:

Sand Equiv.: Type Abrsn. Test:LA Abrasion:

% Soundness Loss: Colormetric Test:Fineness Modulus:

4"Percent

Passing:

2" 1 1/2" 1" 3/4" 1/2" 3/8"

#10 #16 #30 #50 #60 #100 #200#8

#4

100.0 98.7

80.1 18.7 3.5 1.2

Washed

1.2

STATE MATERIALS AND RESEARCH ENGINEER

Friday, February 22, 2019 Page 1 of 1

Test Log

0000784-721850Project No: Lab: Jacobs - OV

Test Control

Number

Lab

Report No

Test Name Sample

Number

Test Date StatusAuthorizationsTechnician

Name

Traceability

No

1215 009221 02/21/2019GDT 4 - Aggregate Sieve Analysis OV-110 CompleteUnsignedTray PettifordSand Rock &

Transit-Nat

Sand

1214 009219 02/21/2019GDT 4 - Aggregate Sieve Analysis OV-104 PendingUnsignedTray PettifordStandard

Sand Nat

Sand

1210 021819A-OV6-1 02/18/2019GDOT 319 - Concrete

Compressive Strength

021819A-OV6-

1

PendingUnsigned2E-NB-ML-N2

-MSE-NB20-L

vlPad

1206 021519K-OV4-2 02/15/2019GDOT 319 - Concrete


021519K-OV4-

2

PendingUnsignedBridge 21

Bent 7 cap



021519K-OV4-

1

PendingUnsignedBridge 21

Bent 7 cap



021519A-OV6-

1

PendingUnsigned2E-SB-ML40

0-DR-DRSTR

1198 021319AA-OV6-

1

02/13/2019GDOT 319 - Concrete


021319AA-OV

6-1

PendingUnsigned1B-ML-BR6-B

T4-Col-1stLift

1190 OV5-29 02/08/2019GDOT 553 - Roadway Compaction ApprovedGary WoodPedro Olivo2E-SB-DE25

00-EMB-SG

1188 OV5-28 02/08/2019GDOT 553 - Roadway Compaction ApprovedGary WoodPedro Olivo2E-SB-ML-S3

-DE2200

1187 020919AA-OV6-

1



020919AA-OV

6-1

PendingUnsigned1A-ML-WB-B

R30-BT3-Cap



020919K-OV3-

2

PendingUnsigned1B_ML-BR21

-BT11-Cap



020919K-OV3-

1

PendingUnsigned1B-ML-BR21-

BT11-Cap

1184 020819B-OV6-1 02/08/2019GDOT 319 - Concrete


020819B-OV6-

1

PendingUnsigned2E-NB-N3-DR

-DRSTR-Sys

G

1180 OV4-50 02/07/2019GDOT 553 - Roadway Compaction ApprovedGary WoodGerald Walker1B-EB-ML-E5

-DR-DRSTR-

B56.8-B41.01

1178 OV4-48/49 02/07/2019GDOT 553 - Roadway Compaction PendingUnsignedGerald Walker1B-ML-E4I-E

MB-FL-DE35

1

1173 09324 02/08/2019GDT 4 - Aggregate Sieve Analysis OV-111-2 ReviewedGary WoodTray Pettiford57 Stone

Martin

Marietta

1Printed On: 2/22/2019 11:40 am

Test Log

0000784-721850Project No: Lab: Jacobs - OV

Test Control

Number

Lab

Report No

Test Name Sample

Number

Test Date StatusAuthorizationsTechnician

Name

Traceability

No



020719A-OV6-

1

PendingUnsigned2E-SB-ML-S1

/S2-DR-DRST

R-AJ/AI

1163 020819AA-OV3-

1



020819AA-OV

3-1


BT3-Shaft1

1161 OV3-6 02/07/2019GDOT 553 - Roadway Compaction ApprovedGary WoodDavid Sasser2E-SB-ML-S3

-DE2200

1152 020619AA-OV3-

1



020619AA-OV

3-1


BT2-Col1

1149 OV5-27 02/05/2019GDOT 553 - Roadway Compaction ApprovedGary WoodPedro Olivo2E-SB-ML-S3

-DE2200

1148 OV4-48 02/05/2019GDOT 553 - Roadway Compaction ApprovedGary WoodGerald Walker1B-ML-MSE-

1071



020419A-OV4-

1

PendingUnsigned2E-NB-N3-DR

-DRSTR-Sys

G

1139 020419AA-OV3-

1



020419AA-OV

3-1


BT2-Column

1138 020419AA-OV5-

2



020419AA-OV

5-2

PendingUnsigned1B_ML-BR6-

BT3-Foot

1137 020419AA-OV5-

1



020419AA-OV

5-1

PendingUnsigned1B-ML-BR6-B

T3-Foot

1128 020119AA-OV6-

1



020119AA-OV

6-1


BT3-Shaft2

2Printed On: 2/22/2019 11:40 am

Independent Verification Report

(10-01-2018)-(01-03-2019)

Material

Test Method

Value Field

:

:

:

Concrete

GDOT-319

slump, inch

Mix Design

Spec Items

Supplier

Grade

500:

:

:

:

Argos Ready Mix # 115

115-30DAX758

2

2.4

2.8

3.2

3.6

4.0

9/28

/201

8

10/12/

2018

10/26/

2018

11/9/2

018

11/23/

2018

12/7/2

018

QA

OV

avgQA

avgOV

MAX

MIN

Tested Date

slump, inch

StatusDate Verified

Comments

5 612/27/2018

Class A mix

Verified

SXNN X S

3.04 3.20 0.75 0.76

Terracon (QA) Jacobs (OV)

Page 1 of 122/22/2019 12:55:58PM


(10-01-2018)-(01-03-2019)

Material

Test Method

Value Field

:

:

:

Concrete

GDOT-319

slump, inch

Mix Design

Spec Items

Supplier

Grade

500:

:

:

:

Ready Mix USA # 742

742-1074216321

2

2.4

2.8

3.2

3.6

4.0

11/17/

2018

11/24/

2018

12/1/2

018

12/8/2

018

12/15/

2018

QA

OV

avgQA

avgOV

MAX

MIN

Tested Date

slump, inch

StatusDate Verified

Comments

4 712/27/2018

Class A w/Fly Ash. On 12/11/18, OV obtained one test result with a 3.5" slump and QA obtained two test results with a 3.5"

slump . On 12/12/18 , OV obtained one test result with a 3.5" slump and QA obtained one test result with 3.5" slump. On 12/17/18

, OV obtained one test result with a 3.0" slump and QA obtained one test result with 3.0" slump.

Verified

SXNN X S

3.25 3.25 0.63 0.29


Page 2 of 122/22/2019 12:55:58PM


(10-01-2018)-(01-03-2019)

Material

Test Method

Value Field

:

:

:

Concrete

GDOT-319

slump, inch

Mix Design

Spec Items

Supplier

Grade

500:

:

:

:


747-35DNC066

6.8

7.2

7.6

8

8.4

8.8

9.2

9.6

11/21/

2018

11/23/

2018

11/25/

2018

11/27/

2018

11/29/

2018

QA

OV

avgQA

avgOV

MAX

MIN

Tested Date

slump, inch

StatusDate Verified

Comments

3 412/27/2018

Class AA mix Caisson. On 12/21/18 , OV obtained one test result with a 9.0" slump and QA obtained one test result with 9.0"

slump.

Verified

SXNN X S

8.94 8.83 0.52 0.14


Page 3 of 122/22/2019 12:55:58PM


(10-01-2018)-(01-03-2019)

Material

Test Method

Value Field

:

:

:

Concrete

GDOT-319

slump, inch

Mix Design

Spec Items

Supplier

Grade

500:

:

:

:


747-1074715775

6.8

7.2

7.6

8

8.4

8.8

9.2

8/23

/201

8

9/6/

2018

9/20

/201

8

10/4/2

018

10/18/

2018

QA

OV

avgQA

avgOV

MAX

MIN

Tested Date

slump, inch

StatusDate Verified

Comments

4 612/27/2018

Class H mix (Mass Concrete, Caisson)

Verified

SXNN X S

8.63 8.50 0.31 1.00


Page 4 of 122/22/2019 12:55:58PM


(10-01-2018)-(01-03-2019)

Material

Test Method

Value Field

:

:

:

Concrete

GDOT-319

slump, inch

Mix Design

Spec Items

Supplier

Grade

500:

:

:

:

Ready Mix USA #744

744-1074413965

2

2.4

2.8

3.2

3.6

4

4.4

4.8

10/2/2

018

10/16/

2018

10/30/

2018

11/13/

2018

11/27/

2018

12/11/

2018

QA

OV

avgQA

avgOV

MAX

MIN

Tested Date

slump, inch

StatusDate Verified

Comments

5 512/27/2018

Class A mix w/Fly Ash. On 10/2/18 , OV obtained one test result with a 4.5" slump and QA obtained one test result with 4.5"

slump. On 10/16/18 , OV obtained one test result with a 4.0" slump and QA obtained one test result with 4.0" slump. On 12/4/18 ,

OV obtained one test result with a 4.0" slump and QA obtained one test result with 4.0" slump. On 12/15/18 , OV obtained one

test result with a 4.0" slump and QA obtained one test result with 4.0" slump.

Verified

SXNN X S

3.75 3.80 0.87 0.76


Page 5 of 122/22/2019 12:55:58PM


(10-01-2018)-(01-03-2019)

Material

Test Method

Value Field

:

:

:

Concrete

GDOT-319

slump, inch

Mix Design

Spec Items

Supplier

Grade

500:

:

:

:


115-1011515772

6.8

7.2

7.6

8

8.4

8.8

9.2

9.6

12/7/2

018

12/8/2

018

12/9/2

018

12/10/

2018

12/11/

2018

12/12/

2018

QA

OV

avgQA

avgOV

MAX

MIN

Tested Date

slump, inch

StatusDate Verified

Comments

3 512/27/2018

Class K mix (Mass Concrete, 3,500 psi). On 12/12/18 , OV obtained one test result with a 7.25" slump and QA obtained one test

result with 7.25" slump.

Verified

SXNN X S

8.05 8.08 0.89 0.88


Page 6 of 122/22/2019 12:55:58PM


(10-01-2018)-(01-03-2019)

Material

Test Method

Value Field

:

:

:

Concrete

GDOT-319

slump, inch

Mix Design

Spec Items

Supplier

Grade

500:

:

:

:


115-35DNC066

6.8

7.2

7.6

8

8.4

8.8

9.2

10/1/2

018

10/3/2

018

10/5/2

018

10/7/2

018

10/9/2

018

QA

OV

avgQA

avgOV

MAX

MIN

Tested Date

slump, inch

StatusDate Verified

Comments

2 412/27/2018

Class AA mix Caisson. On 10/01/18 , OV obtained one test result with a 8.5" slump and QA obtained one test result with 8.5"

slump.

Verified

SXNN X S

8.06 8.00 0.72 0.71


Page 7 of 122/22/2019 12:55:58PM


(10-01-2018)-(01-03-2019)

Material

Test Method

Value Field

:

:

:

Concrete

GDOT-319

slump, inch

Mix Design

Spec Items

Supplier

Grade

500:

:

:

:


747-40DAX412

2

2.4

2.8

3.2

3.6

4

4.4

4.8

10/9/2

018

10/19/

2018

10/29/

2018

11/8/2

018

11/18/

2018

QA

OV

avgQA

avgOV

MAX

MIN

Tested Date

slump, inch

StatusDate Verified

Comments

11 1801/02/2019

Class D mix

Verified

SXNN X S

3.67 3.82 0.42 0.32


Page 8 of 122/22/2019 12:55:58PM


(10-01-2018)-(01-03-2019)

Material

Test Method

Value Field

:

:

:

Miscellaneous Concrete

GDOT-319

slump, inch

Mix Design

Spec Items

Supplier

Grade

441:

:

:

:


115-22DAX754

2

2.4

2.8

3.2

3.6

4.0

4/13

/201

8

5/13

/201

8

6/13

/201

8

7/13

/201

8

8/13

/201

8

9/13

/201

8

10/13/

2018

11/13/

2018

QA

OV

avgQA

avgOV

MAX

MIN

Tested Date

slump, inch

StatusDate Verified

Comments

6 1301/02/2019

Class B mix

On 6/7/18 OV & QA had the same value (3.5").

On 9/12/18, OV & QA had the same value (4").

On 9/20/18, OV & QA had the same value (3").

Verified

SXNN X S

3.19 3.17 0.53 0.54


Page 9 of 122/22/2019 12:55:58PM


(10-01-2018)-(01-03-2019)

Material

Test Method

Value Field

:

:

:

Concrete

GDOT-319

slump, inch

Mix Design

Spec Items

Supplier

Grade

500:

:

:

:


747-1074714069

4.5

5

5.5

6

6.5

7

7.5

8

8/30

/201

8

9/30

/201

8

10/31/

2018

11/30/

2018

QA

OV

avgQA

avgOV

MAX

MIN

Tested Date

slump, inch

StatusDate Verified

Comments

12 3001/02/2019

Class AA w/Super P & #7 Stone 8/31 OV & QA obtained same result (7). 10/30 OV & QA obtained same result (5). 10/30 OV

obtained 2 results with same value (5) & QA obtained 2 results with same value (5.25). 11/20, OV & QA obtained same value (5)

& QA obtained 2 results with same value (5). 11/30, OV & QA obtained same result (7.5) & QA obtained 2 results with same

value (5). 12/12, OV & QA obtained same result (5.75). 12/19, OV & QA obtained same result (7).

Verified

SXNN X S

6.25 6.60 1.19 1.26


Page 10 of 122/22/2019 12:55:58PM


(10-01-2018)-(01-03-2019)

Material

Test Method

Value Field

:

:

:

Concrete

GDOT-319

slump, inch

Mix Design

Spec Items

Supplier

Grade

500:

:

:

:


747-1074715674

6.8

7.2

7.6

8

8.4

8.8

9.2

9/25

/201

8

10/9/2

018

10/23/

2018

11/6/2

018

11/20/

2018

12/4/2

018

QA

OV

avgQA

avgOV

MAX

MIN

Tested Date

slump, inch

StatusDate Verified

Comments

10 1501/02/2019

Class AA w/Super P & #7 Stone

On 9/25/18 OV obtained two slump readings the same (7") and QA obtained two slump readings the same (7.25").

On 10/5/18, OV & QA obtained the same slump readings (9").

On 10/24/18, OV & QA obtained the same slump readings (7").

On 10/31/18, QA obtained two slump results (8.25") and OV obtained one slump result (8.25").

Verified

SXNN X S

7.87 8.15 0.76 0.86


Page 11 of 122/22/2019 12:55:58PM


(10-01-2018)-(01-03-2019)

Material

Test Method

Value Field

:

:

:

Concrete

GDOT-319

slump, inch

Mix Design

Spec Items

Supplier

Grade

500:

:

:

:


115-1011515786

4.8

5.2

5.6

6

6.4

6.8

7.2

7.6

8

9/15

/201

8

10/15/

2018

11/15/

2018

12/15/

2018

QA

OV

avgQA

avgOV

MAX

MIN

Tested Date

slump, inch

StatusDate Verified

Comments

5 1001/02/2019

Class AA w/Super P & #7 Stone

On 11/3/18, OV & QA obtained the same slump the same slump result (8").

Verified

SXNN X S

6.70 6.70 1.04 1.27


Page 12 of 122/22/2019 12:55:58PM

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RyanPruett(QCT)

v1

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Report 067_12.5mmSP_0002_QA 067 12.5mmSP 0002 asphalt06-21-2018

RyanPruett(QCT)

v1


Report 2E-RA1-PA-ASP-TMP 067 12.5mmSP 0001 asphalt04-03-2018

RyanPruett(QCT)

v1

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GDOT 159 - Asphaltic Concrete Lot Worksheet

Plant Number: 093 Project ID: I-85 Widening Project Type Mix: 25mm SP Lot Number: 1034

Contract ID:

Mix ID:

District Number:

Type Course:

24X23R-25SP-18-1

Date:

Contractor ID:

Corrected Copy:

Completed Report:

02/13/2019 Technician ID:

County Number:

Blend:N

Y

RAP

Base

PI Number: 110610-

1,1,1

13,135,157

PG 64-22 1725.53 Void Spec:Quan. This report(tons):Hyd. Lime:AC Source No.:AC Grade: Bright Star 025 Y Y

Control Strip Density (lb/ft3) In Place Density (lb/ft3) ReEval IPD % Comp. % Comp ReEval % Voids

3.8148.80

4.6147.47

5.3146.47

4.6147.47

4.7147.30

Theo. Density (lbs/ft3): Max Practical Air Voids:

Max Air Voids: 7.0 Avg:

Range: 1.57.0

4.6

154.6

Strip Time Test % Ret Lime Checks, %

.94

Sample

Date

Load

No

Time Temp

F

Total

Mass(g)

Begin

Mass(g)

Final

Mass(g)

AggDry

Mass(g) JMF

TCN-

Sam No

1 1/2 in 1 in 3/4 in 1/2 in No. 4 No 8 No 50 No 200 A.C. UW

C.F. 4.90 100.0 100.0 88.0 69.0 33.0 5.5

3/8 in

Mass(g):

% Pass:

320 2661.4 2529.3

Tech ID: AC C.F.: Temp C.F.:

125:Y 0.0 46.9 250.6 653.2 1648.6 2384.8

100.0 98.1 90.1 74.2 34.8 5.7

02/13/2019

.11-0.33 5.18

18 9:46am750-799-134

Mass(g):

% Pass:

320 2944.7 2815.6


125:Y 0.0 69.1 438.6 933.5 1868.1 2658.6

100.0 97.5 84.4 66.8 33.7 5.6

02/13/2019

.10-0.33 4.70

34 11:14am751-799-135

Mass(g):

% Pass:

320 2875.0 2752.9


125:Y 0.0 26.9 466.3 972.9 1871.6 2605.8

100.0 99.0 83.1 64.7 32.0 5.3

02/13/2019

.10-0.33 4.72

68 1:49pm752-799-136

Avg % Dev: 1.8 0.0 3.5 3.9 1.2 0.2 0.22

Indicated Pay Factors

Voids: Range: Extr: Sieve: AC:

Appl Pay Factor:

1.0 1.0 1.0 1.0 1.0

1.0 Remarks: Lds 109

ASPHALT MIX DESIGN VOLUMETRIC PROPERTIES

48R-25SP-51-4 402

Hot Mix Recycled Asphaltic Concrete

25 mm SP

Mix Design No Item No

Material

Sieve Set

Asphalt Sp.Gr.

Comb.Agg. Sp.Gr.

Theo.max. Sp.Gr.

Mix Date 03/14/2007

4.600

2.737

2.546

Supplier Metro Materials

VMA, %

Min Max Desg

Voids, %

Volumetric Properties

VFA, %

Field Compaction, %

Asphalt Content, %

Hveem Stability

Marshall Stability

Mat Density

7.00

14.00

65.20

5.003.50 4.56

2.46

Sieve Set

Sieve Size JMF (%) Minimum

Specification

Maximum

Specification

Minimum

Tolerances

on JMF(%)

Maximum

Tolerances

on JMF(%)

1 1/2" (37.5mm) 100.00 100.001" (25mm) 90.00 100.003/4" (19mm) 55.00 89.001/2" (12.5mm) 50.00 70.00#8 (2.36mm) 30.00 36.00#200 (0.075mm) 3.50 6.00

100.00 99.00 89.00 68.00 33.00 4.50

Page 1 of 14Date Printed: 2/22/2019 1:01:27PM


48R-19SP-51-4 402


19 mm SP


Material

Sieve Set

Asphalt Sp.Gr.

Comb.Agg. Sp.Gr.

Theo.max. Sp.Gr.

Mix Date 07/10/2012

4.400

2.700

2.521


VMA, %

Min Max Desg

Voids, %


VFA, %

Field Compaction, %

Asphalt Content, %

Hveem Stability

Marshall Stability

Mat Density

7.00

14.03

71.40

5.003.50 4.44

2.43

Sieve Set


Specification

Maximum

Specification

Minimum

Tolerances

on JMF(%)

Maximum

Tolerances

on JMF(%)

1" (25mm) 100.00 100.003/4" (19mm) 90.00 100.001/2" (12.5mm) 60.00 89.003/8" (9.5mm) 55.00 75.00#8 (2.36mm) 29.00 34.00#200 (0.075mm) 3.50 6.00

100.00 99.00 85.00 74.00 34.00 4.80



48R-12.5SP-100-4 402


12.5 mm SP


Material

Sieve Set

Asphalt Sp.Gr.

Comb.Agg. Sp.Gr.

Theo.max. Sp.Gr.

Mix Date 02/28/2017

5.400

2.696

2.480


VMA, %

Min Max Desg

Voids, %


VFA, %

Field Compaction, %

Asphalt Content, %

Hveem Stability

Marshall Stability

Mat Density

7.00

15.90

80.40

6.004.50 5.39

2.39

Sieve Set


Specification

Maximum

Specification

Minimum

Tolerances

on JMF(%)

Maximum

Tolerances

on JMF(%)

3/4" (19mm) 100.00 100.001/2" (12.5mm) 90.00 100.003/8" (9.5mm) 70.00 89.00#8 (2.36mm) 38.00 46.00#200 (0.075mm) 3.50 7.00

100.00 98.00 88.00 46.00 5.30



48R-9.5SP-86-4 402


9.5 mm SP Type 2


Material

Sieve Set

Asphalt Sp.Gr.

Comb.Agg. Sp.Gr.

Theo.max. Sp.Gr.

Mix Date 04/04/2017

5.500

2.699

2.478


VMA, %

Min Max Desg

Voids, %


VFA, %

Field Compaction, %

Asphalt Content, %

Hveem Stability

Marshall Stability

Mat Density

7.00

16.20

75.50

6.004.50 5.50

2.39

Sieve Set


Specification

Maximum

Specification

Minimum

Tolerances

on JMF(%)

Maximum

Tolerances

on JMF(%)

3/4" (19mm) 100.00 100.001/2" (12.5mm) 98.00 100.003/8" (9.5mm) 90.00 100.00#4 (4.75mm) 55.00 75.00#8 (2.36mm) 42.00 47.00#200 (0.075mm) 5.00 7.00

100.00 100.00 98.00 64.00 42.00 6.10



164R-25SP-3-21 402


25 mm SP


Material

Sieve Set

Asphalt Sp.Gr.

Comb.Agg. Sp.Gr.

Theo.max. Sp.Gr.

Mix Date 10/26/2018

2.665

2.483

Supplier Baldwin Paving Co., Inc.

VMA, %

Min Max Desg

Voids, %


VFA, %

Field Compaction, %

Asphalt Content, %

Hveem Stability

Marshall Stability

Mat Density

7.00 4.60

13.60 14.60 13.70

54.80 84.50 78.70

5.003.50 4.60

2.36 2.42 2.41

Sieve Set


Specification

Maximum

Specification

Minimum

Tolerances

on JMF(%)

Maximum

Tolerances

on JMF(%)

1 1/2" (37.5mm) 100.00 100.001" (25mm) 90.00 100.003/4" (19mm) 55.00 89.001/2" (12.5mm) 50.00 70.00#8 (2.36mm) 30.00 36.00#200 (0.075mm) 3.50 6.00

100.00 99.00 85.00 70.00 34.00 5.30



46R-12.5SP-75-7 402


12.5 mm SP


Material

Sieve Set

Asphalt Sp.Gr.

Comb.Agg. Sp.Gr.

Theo.max. Sp.Gr.

Mix Date 11/16/2018

2.764

2.527


VMA, %

Min Max Desg

Voids, %


VFA, %

Field Compaction, %

Asphalt Content, %

Hveem Stability

Marshall Stability

Mat Density

7.00 2.98

16.00 16.30 16.24

71.00 89.60 81.92

6.005.00 5.60

2.43 2.47 2.45

Sieve Set


Specification

Maximum

Specification

Minimum

Tolerances

on JMF(%)

Maximum

Tolerances

on JMF(%)

3/4" (19mm) 100.00 100.001/2" (12.5mm) 90.00 100.003/8" (9.5mm) 70.00 89.00#8 (2.36mm) 38.00 46.00#200 (0.075mm) 3.50 7.00

100.00 97.00 85.00 44.00 5.20



46R-19SP-67-7 402


19 mm SP


Material

Sieve Set

Asphalt Sp.Gr.

Comb.Agg. Sp.Gr.

Theo.max. Sp.Gr.

Mix Date 11/16/2018

2.766

2.564


VMA, %

Min Max Desg

Voids, %


VFA, %

Field Compaction, %

Asphalt Content, %

Hveem Stability

Marshall Stability

Mat Density

7.00 3.14

14.30 14.50 14.46

58.00 84.00 78.18

5.003.50 4.70

2.46 2.49 2.48

Sieve Set


Specification

Maximum

Specification

Minimum

Tolerances

on JMF(%)

Maximum

Tolerances

on JMF(%)

1" (25mm) 100.00 100.003/4" (19mm) 90.00 100.001/2" (12.5mm) 60.00 89.003/8" (9.5mm) 55.00 75.00#8 (2.36mm) 29.00 34.00#200 (0.075mm) 3.50 6.00

100.00 98.00 86.00 70.00 33.00 5.40



38R-19SP-34-21 402


19 mm SP


Material

Sieve Set

Asphalt Sp.Gr.

Comb.Agg. Sp.Gr.

Theo.max. Sp.Gr.

Mix Date 11/26/2018

2.728

2.525


VMA, %

Min Max Desg

Voids, %


VFA, %

Field Compaction, %

Asphalt Content, %

Hveem Stability

Marshall Stability

Mat Density

7.00 2.74

14.30 15.10 14.40

62.10 90.00 80.98

5.504.00 4.90

2.41 2.47 2.46

Sieve Set


Specification

Maximum

Specification

Minimum

Tolerances

on JMF(%)

Maximum

Tolerances

on JMF(%)

1" (25mm) 100.00 100.003/4" (19mm) 90.00 100.001/2" (12.5mm) 60.00 89.003/8" (9.5mm) 55.00 75.00#8 (2.36mm) 29.00 34.00#200 (0.075mm) 3.50 6.00

100.00 94.00 83.00 70.00 33.00 5.70



164R-19SP-4-21 402


19 mm SP


Material

Sieve Set

Asphalt Sp.Gr.

Comb.Agg. Sp.Gr.

Theo.max. Sp.Gr.

Mix Date 10/26/2018

2.652

2.460


VMA, %

Min Max Desg

Voids, %


VFA, %

Field Compaction, %

Asphalt Content, %

Hveem Stability

Marshall Stability

Mat Density

7.00 2.90

14.80 15.10 14.90

60.30 85.40 80.96

5.504.00 5.20

2.35 2.40 2.39

Sieve Set


Specification

Maximum

Specification

Minimum

Tolerances

on JMF(%)

Maximum

Tolerances

on JMF(%)

1" (25mm) 100.00 100.003/4" (19mm) 90.00 100.001/2" (12.5mm) 60.00 89.003/8" (9.5mm) 55.00 75.00#8 (2.36mm) 29.00 34.00#200 (0.075mm) 3.50 6.00

100.00 99.00 82.00 70.00 36.00 5.30



164R-12.5SMA-1-21 402


12.5mmSMA


Material

Sieve Set

Asphalt Sp.Gr.

Comb.Agg. Sp.Gr.

Theo.max. Sp.Gr.

Mix Date 10/26/2018

2.644

2.410


VMA, %

Min Max Desg

Voids, %


VFA, %

Field Compaction, %

Asphalt Content, %

Hveem Stability

Marshall Stability

Mat Density

7.00 3.30

17.10 17.70 17.40

70.90 83.00 79.45

6.505.50 6.20

2.31 2.33 2.32

Sieve Set


Specification

Maximum

Specification

Minimum

Tolerances

on JMF(%)

Maximum

Tolerances

on JMF(%)

3/4" (19mm) 100.00 100.001/2" (12.5mm) 85.00 100.003/8" (9.5mm) 50.00 75.00#4 (4.75mm) 20.00 28.00#8 (2.36mm) 16.00 24.00#50 (0.300mm) 10.00 20.00#200 (0.075mm) 8.00 12.00

100.00 92.00 67.00 28.00 21.00

9.10



38R-25SP-28-21 402


25 mm SP


Material

Sieve Set

Asphalt Sp.Gr.

Comb.Agg. Sp.Gr.

Theo.max. Sp.Gr.

Mix Date 11/26/2018

2.736

2.538

Supplier Baldwin Paving

VMA, %

Min Max Desg

Voids, %


VFA, %

Field Compaction, %

Asphalt Content, %

Hveem Stability

Marshall Stability

Mat Density

7.00 2.84

14.10 14.90 14.16

54.90 85.50 79.68

5.003.50 4.70

2.41 2.48 2.47

Sieve Set


Specification

Maximum

Specification

Minimum

Tolerances

on JMF(%)

Maximum

Tolerances

on JMF(%)

1 1/2" (37.5mm) 100.00 100.001" (25mm) 90.00 100.003/4" (19mm) 55.00 89.001/2" (12.5mm) 50.00 70.00#8 (2.36mm) 30.00 36.00#200 (0.075mm) 3.50 6.00

84.00 70.00

34.00 5.60



164R-12.5SP-3-21 402


12.5 mm SP


Material

Sieve Set

Asphalt Sp.Gr.

Comb.Agg. Sp.Gr.

Theo.max. Sp.Gr.

Mix Date 10/26/2018

2.694

2.467


VMA, %

Min Max Desg

Voids, %


VFA, %

Field Compaction, %

Asphalt Content, %

Hveem Stability

Marshall Stability

Mat Density

7.00 2.96

16.10 16.30 16.20

71.70 85.90 81.70

6.005.00 5.70

2.38 2.40 2.39

Sieve Set


Specification

Maximum

Specification

Minimum

Tolerances

on JMF(%)

Maximum

Tolerances

on JMF(%)

3/4" (19mm) 100.00 100.001/2" (12.5mm) 90.00 100.003/8" (9.5mm) 70.00 89.00#8 (2.36mm) 38.00 46.00#200 (0.075mm) 3.50 7.00

100.00 98.00 83.00 43.00 6.40



46R-25SP-41-7 402


25 mm SP


Material

Sieve Set

Asphalt Sp.Gr.

Comb.Agg. Sp.Gr.

Theo.max. Sp.Gr.

Mix Date 11/16/2018

2.762

2.569


VMA, %

Min Max Desg

Voids, %


VFA, %

Field Compaction, %

Asphalt Content, %

Hveem Stability

Marshall Stability

Mat Density

7.00 4.50

13.80 14.20 14.00

58.70 87.50 77.60

5.003.50 4.50

2.46 2.51 2.49

Sieve Set


Specification

Maximum

Specification

Minimum

Tolerances

on JMF(%)

Maximum

Tolerances

on JMF(%)

1 1/2" (37.5mm) 100.00 100.001" (25mm) 90.00 100.003/4" (19mm) 55.00 89.001/2" (12.5mm) 50.00 70.00#8 (2.36mm) 30.00 36.00#200 (0.075mm) 3.50 6.00

100.00 98.00 86.00 70.00 35.00 4.90



38R-12.5SP-44-21 402


12.5 mm SP


Material

Sieve Set

Asphalt Sp.Gr.

Comb.Agg. Sp.Gr.

Theo.max. Sp.Gr.

Mix Date 11/26/2018

2.728

2.494


VMA, %

Min Max Desg

Voids, %


VFA, %

Field Compaction, %

Asphalt Content, %

Hveem Stability

Marshall Stability

Mat Density

7.00 2.96

16.10 17.20 16.34

67.30 87.80 81.86

6.005.00 5.70

2.38 2.44 2.42

Sieve Set


Specification

Maximum

Specification

Minimum

Tolerances

on JMF(%)

Maximum

Tolerances

on JMF(%)

3/4" (19mm) 100.00 100.001/2" (12.5mm) 90.00 100.003/8" (9.5mm) 70.00 89.00#8 (2.36mm) 38.00 46.00#200 (0.075mm) 3.50 7.00

100.00 98.00 85.00 42.00 5.90


Department of Transportation

State of Georgia

Asphalt Plant Rating Report

For the Time Period of 10/25/2018 to 2/22/2019Plant Number : 093

Mix Type #Samples Ton

Rated

% of

TotalOverall Rating Weighted

Score

12.5mm SP 1 0.00 0.0 0.0 0.0

19mm SP 1 0.00 0.0 0.0 0.0

25mm SP 106 51025.45 100.0 87.5 87.5

52101.80

51025.45

Ton Produced :

Ton Rated :

Composite Average :

Adjusted Rating :

Plant Rating :

87.5

87.5

87.5

Page 1 of 5

Asphaltic Concrete Quality Control Apparatus Data

For the Time Period of 10/25/2018 to 2/22/2019

12.5mm SPMix Type : Plan Nnmber : 093 Total Tons : 394.63

Date Ton Samples 1/2"

(12.5mm)

3/8"

(9.5mm)

#4

(4.75mm)

#8

(2.36mm)#200

(0.075mm)

A.C.

10/28/2018 394.63 1 3.1 3.6 0.4 0.21

02/04/2019 730.01 0

ScoreSieve Size Average Dev.

0.0 0.0000

Score for Gradation: 0.0

Score for Mix Type (12.5mm SP) : 0.0

Page 2 of 5



19mm SPMix Type : Plan Nnmber : 093 Total Tons : 681.72


(12.5mm)

3/8"

(9.5mm)

#4

(4.75mm)

#8

(2.36mm)#200

(0.075mm)

A.C.

02/14/2019 681.72 1 4.0 3.8 0.7 0.32


0.0 0.0000


Score for Mix Type (19mm SP) : 0.0

Page 3 of 5



25mm SPMix Type : Plan Nnmber : 093 Total Tons : 51025.45


(12.5mm)

3/8"

(9.5mm)

#4

(4.75mm)

#8

(2.36mm)#200

(0.075mm)

A.C.

12/04/2018 825.88 2 2.3 1.4 0.5 0.09

12/05/2018 1424.73 3 2.7 1.6 0.6 0.24

12/06/2018 2258.13 3 1.0 0.5 0.5 0.19

12/07/2018 2045.51 2 3.4 2.3 0.5 0.26

12/11/2018 895.12 1 1.9 0.8 0.6 0.05

12/12/2018 1655.40 3 3.4 1.4 0.3 0.13

12/13/2018 1577.42 4 2.6 1.3 0.3 0.23

12/16/2018 2599.20 6 2.6 1.5 0.4 0.22

12/17/2018 4157.52 9 3.0 0.9 0.2 0.19

12/18/2018 2834.62 2 1.7 0.8 0.4 0.15

12/19/2018 3779.48 7 1.9 1.3 0.2 0.17

01/22/2019 1084.74 2 4.4 2.7 0.5 0.29

01/24/2019 2737.87 3 3.1 1.4 0.9 0.20

01/25/2019 2737.87 4 2.9 2.6 0.8 0.26

01/27/2019 1322.37 3 3.8 2.4 0.4 0.43

01/28/2019 2728.90 3 0.4 1.3 0.5 0.09

01/31/2019 2458.35 2 6.7 4.7 1.0 0.49

02/01/2019 2821.20 2 2.0 2.7 0.3 0.23

02/02/2019 1448.95 3 4.7 4.7 0.2 0.43

02/04/2019 2551.68 5 1.5 3.3 0.3 0.19

02/05/2019 1988.11 4 2.0 0.9 0.2 0.15

02/06/2019 2992.12 5 3.2 2.0 0.2 0.17

02/07/2019 2479.54 5 0.9 1.1 0.3 0.09

02/08/2019 1902.00 4 1.5 1.4 0.3 0.13

02/13/2019 3430.93 5 3.8 1.6 0.6 0.21

02/14/2019 3657.36 7 3.9 3.7 1.2 0.52

02/15/2019 1101.23 4 3.6 2.3 0.2 0.27

02/18/2019 1386.28 3 4.1 2.1 0.5 0.04

Page 4 of 5




86.51/2" (12.5mm) 2.7007

88.1#8 (2.36mm) 1.8313

93.5#200 (0.075mm) 0.4371

84.7A.C. 0.2054


Score for Mix Type (25mm SP) : 87.5

Page 5 of 5

Asphalt Strip Test and Lime Check

Tech ID: Sample No: 093_25mmSP_1034_QA Test Control Number: 749

Plant Number: 093

Project ID:

Type Mix: 25mm SP

I-85 Widening ProjectCounty Number: 13,135,157

Contract ID: District No: 1,1,1

Mix ID No:

Blend: Contractor ID:

24X23R-25SP-18-1

110610-PI Number:

RAP

Strip Test % RetainedTimeTest No Lime Check %1 .942345

Remarks:

Approved by:

Sherl A. White

02/20/2019Approved Date:

Printed on: 2/22/2019 Page 1 of 1

STATISTICAL ANALYSIS QUALITY ASSURANCE PROGRAM

SOIL (FIELD)(APPV/UNAPPV)

Project : I-285/SR 400 Reconstruction Project Lab : Jacobs Category : 95-Embankment(208) Project No. : 0000784-721850 Segment : ALL Date Range : 12/22/2018 - 02/22/2019 Lot No. : ALL

IPP Inspection Plan Program Log

Date From: To:

Station From: To:

Status:

Tracebility:

Checklist Name:

IPP

Chkl No

Checklist Name Traceability Date QC Approver QA Approver StatusReviewer

Page 1 of 1Friday, February 22, 2019

Strength

(psi)

Load

(lbs)Type

Test Age

(Days)Sample Number

Concrete Break Log

Project Number

Test Control

Number

Design

Strength

(psi)

Specimen

ID

Date Range 2-22-2019 to 2-22-2019

Date of

TestTraceability Number

0I-85 Widening Project 606BWSTM63 28 Cylinder 0 3000791 02/22/2019STR.SEG2.SEC5.MBW




0I-85 Widening Project 608DRGE13 28 Cylinder 0 3000795 02/22/2019

0I-85 Widening Project 608DRGE13 28 Cylinder 0 3000796 02/22/2019


Concrete Mix Designs

Project : (0000784-721850) I-285/SR 400 Reconstruction Project

ACI 318

Req'd 28

Day

Strength Avg. 28

Day

Strength

(psi)

7 Day

Strength

(psi)

Cement

(lbs)

28 Day

Flex Str

28 Day

Tensile

28 Day

Strength

(psi)

Min/

Max

Air

(%)

Min/

Max

Temp

(ºF)

Min/

Max

Slump

(in)

Admix 5Admix 4Admix 3Admix 2

QtyQtyQtyQty

Plasticizers

(oz)Qty

Admix 1

Fly

Ash

(lbs)

Fine

Agg.

(lbs)

Coarse

Agg.

(lbs)

Water

(lbs)

Max

Water/

Cement

Mix

Description

Concrete

Class

Ready

Mix

Supplier

Mix

Design

No.

115-1011

514487

Argos Ready

Mix # 115

AAA .440 1014 2.00 50.00 2.50 5000 575 0 5000

Fly Ash 35 1874 125 4.00 90.00 6.00 0

0

5000

115-1011

514844

Argos Ready

Mix # 115

A Barr

Mach

.490 1336 0.00 50.00 2.50 3000 611 0 3000

29 1806 2.50 90.00 6.00 0

0

3000

115-1011

514845

Argos Ready

Mix # 115

A Barr

Mach

.490 1282 0.00 50.00 2.50 3000 520 0 3000

Fly Ash 29 1806 137 2.50 90.00 6.00 0

0

3000

115-1011

515420

Argos Ready

Mix # 115

J Mass

Concrete

.400 969 7.00 50.00 3.50 6000 234 0 6000

6000 psi

SuperStruc

ture

33 1807 546 9.00 85.00 7.00 0

0

6000

115-1011

515598

Argos Ready

Mix # 115

K Mass

Concrete

.430 1022 7.00 50.00 3.50 3500 381 0 3500

3500 psi

Mass

33 1874 254 9.00 85.00 7.00 0

0

3500

115-1011

515772

Argos Ready

Mix # 115

K Mass

Concrete

.430 1022 7.00 50.00 3.50 3500 381 0 3500

3,500 psi

Mass

Concrete

33 1874 254 9.00 85.00 7.00 0

0

3500

115-1011

515774

Argos Ready

Mix # 115

H Mass

Concrete

.400 1041 7.00 50.00 0.00 6000 240 0 6000

6,000 psi

Caisson

34 1807 560 9.00 85.00 3.00 0

0

6000

115-1011

515786

Argos Ready

Mix # 115

AA

w/Super P

& # 7 Stone

.445 1020 5.00 50.00 3.50 3500 685 0 3500

Super P &

#7 Stone

35 1883 8.00 90.00 7.00 0

0

3500




ACI 318

Req'd 28

Day

Strength Avg. 28

Day

Strength

(psi)

7 Day

Strength

(psi)

Cement

(lbs)

28 Day

Flex Str

28 Day

Tensile

28 Day

Strength

(psi)

Min/

Max

Air

(%)

Min/

Max

Temp

(ºF)

Min/

Max

Slump

(in)


QtyQtyQtyQty

Plasticizers

(oz)Qty

Admix 1

Fly

Ash

(lbs)

Fine

Agg.

(lbs)

Coarse

Agg.

(lbs)

Water

(lbs)

Max

Water/

Cement

Mix

Description

Concrete

Class

Ready

Mix

Supplier

Mix

Design

No.

115-1011

516169

Argos Ready

Mix # 115

E Caisson .400 1113 0.00 50.00 7.00 6000 691 0 6000

6,000 psi

Fly Ash

36 1806 112 3.00 90.00 9.00 0

0

6000

115-22D

AC756

Argos Ready

Mix # 115

B .660 1237 2.00 50.00 0.00 2200 400 0 2200

Fly Ash 34 1873 106 4.00 90.00 6.00 0

0

2200

115-22D

AC757

Argos Ready

Mix # 115

B Curb

Mach

.660 1368 0.00 50.00 0.00 2200 400 0 2200

Fly Ash 31 1806 106 2.50 90.00 6.00 0

0

2200

115-22D

AX754

Argos Ready

Mix # 115

B .660 1279 2.00 50.00 0.00 2200 470 0 2200

34 1873 4.00 90.00 6.00 0

0

2200

115-22D

AX755

Argos Ready

Mix # 115

B Curb

Mach

.660 1411 0.00 50.00 0.00 2200 470 0 2200

31 1806 2.50 90.00 6.00 0

0

2200

115-30D

AC285

Argos Ready

Mix # 115

Class 3

Pavement

0.53 1152 0.00 50.00 3.00 3000 180 0 3000

Fly Ash 33 1818 120 3.50 90.00 6.50 0

0

3000

115-30D

AC760

Argos Ready

Mix # 115

A .490 1106 2.00 50.00 2.50 3000 520 0 3000

Fly Ash 34 1873 137 4.00 90.00 6.00 0

0

3000

115-30D

AX758

Argos Ready

Mix # 115

A .490 1161 2.00 50.00 2.50 3000 611 0 3000

Class A 34 1873 4.00 90.00 6.00 0

0

3000




ACI 318

Req'd 28

Day

Strength Avg. 28

Day

Strength

(psi)

7 Day

Strength

(psi)

Cement

(lbs)

28 Day

Flex Str

28 Day

Tensile

28 Day

Strength

(psi)

Min/

Max

Air

(%)

Min/

Max

Temp

(ºF)

Min/

Max

Slump

(in)


QtyQtyQtyQty

Plasticizers

(oz)Qty

Admix 1

Fly

Ash

(lbs)

Fine

Agg.

(lbs)

Coarse

Agg.

(lbs)

Water

(lbs)

Max

Water/

Cement

Mix

Description

Concrete

Class

Ready

Mix

Supplier

Mix

Design

No.

115-30D

AX759

Argos Ready

Mix # 115

24 HR

ACCEL.

.450 1017 2.00 50.00 3.00 3500 752 0 3500

34.5 1818 5.00 90.00 6.00 0

0

3500

115-35D

AC071

Argos Ready

Mix # 115

AA Barr

Mach

.445 1215 0.00 50.00 3.50 3500 540 0 3500

Fly Ash 29 1806 143 2.50 90.00 7.00 0

0

3500

115-35D

AC763

Argos Ready

Mix # 115

AA .445 1062 2.00 50.00 3.50 3500 540 0 3500

Fly Ash 33 1873 143 4.00 90.00 7.00 0

0

3500

115-35D

AX055

Argos Ready

Mix # 115

HES

Pavement

0.47 1097 0.00 50.00 3.00 3500 670 0 3500

3000 psi

after 72

hours

34 1818 3.50 90.00 6.50 0

0

3500

115-35D

AX761

Argos Ready

Mix # 115

AA .445 1118 2.00 50.00 3.50 3500 635 0 3500

33 1873 4.00 90.00 7.00 0

0

3500

115-35D

AX762

Argos Ready

Mix # 115

AA Barr

Mach

.445 1272 0.00 50.00 3.50 3500 635 0 3500

29 1806 2.50 90.00 7.00 0

0

3500

115-35DN

C066

Argos Ready

Mix # 115

AA

Caisson

.445 1221 7.00 50.00 0.00 3500 600 0 3500

Fly Ash 37 1806 125 9.00 90.00 2.50 0

0

3500

115-40D

AC237

Argos Ready

Mix # 115

D Barr

Mach

.443 1201 0.00 50.00 3.50 4000 553 0 4000

Fly Ash 29 1806 147 2.50 90.00 7.00 0

0

4000




ACI 318

Req'd 28

Day

Strength Avg. 28

Day

Strength

(psi)

7 Day

Strength

(psi)

Cement

(lbs)

28 Day

Flex Str

28 Day

Tensile

28 Day

Strength

(psi)

Min/

Max

Air

(%)

Min/

Max

Temp

(ºF)

Min/

Max

Slump

(in)


QtyQtyQtyQty

Plasticizers

(oz)Qty

Admix 1

Fly

Ash

(lbs)

Fine

Agg.

(lbs)

Coarse

Agg.

(lbs)

Water

(lbs)

Max

Water/

Cement

Mix

Description

Concrete

Class

Ready

Mix

Supplier

Mix

Design

No.

115-40D

AC398

Argos Ready

Mix # 115

D .443 1047 2.00 50.00 3.50 4000 553 0 4000

Fly Ash 33 1873 147 4.00 90.00 7.00 0

0

4000

115-40D

AX0285

Argos Ready

Mix # 115

D Barr

Mach

.443 1259 0.00 50.00 3.50 4000 650 0 4000

29 1806 2.50 90.00 7.00 0

0

4000

115-40D

AX412

Argos Ready

Mix # 115

D .443 1105 2.00 50.00 3.50 4000 650 0 4000

33 1873 4.00 90.00 7.00 0

0

4000

115-40DN

F0426

Argos Ready

Mix # 115

AA

Caisson

.445 1221 7.00 50.00 0.00 3500 600 0 3500

Fly Ash 37 1806 125 9.00 90.00 2.50 0

0

3500

115-40DN

X764

Argos Ready

Mix # 115

AA

Caisson

.445 1256 7.00 50.00 0.00 3500 700 0 3500

37 1806 9.00 90.00 2.50 0

0

3500

115-50S

AF916

Argos Ready

Mix # 115

Shotcret 1795 0.00 50.00 6.00 4600 680 0 4600

#89 w/ Fly

Ash

40.1 725 170 0.00 90.00 6.00 0

0

4600

115-60CL

ASSF

Argos Ready

Mix # 115

F .430 993 7.00 50.00 3.50 6000 675 0 6000

6,000 psi 34.5 1807 110 9.00 90.00 7.00 0

0

6000

115-60CL

ASSN

Argos Ready

Mix # 115

N .350 832 7.00 50.00 3.50 6000 257 0 6000

#7

Stone/6,00

0 psi

34 1807 600 9.00 90.00 7.00 0

0

6000




ACI 318

Req'd 28

Day

Strength Avg. 28

Day

Strength

(psi)

7 Day

Strength

(psi)

Cement

(lbs)

28 Day

Flex Str

28 Day

Tensile

28 Day

Strength

(psi)

Min/

Max

Air

(%)

Min/

Max

Temp

(ºF)

Min/

Max

Slump

(in)


QtyQtyQtyQty

Plasticizers

(oz)Qty

Admix 1

Fly

Ash

(lbs)

Fine

Agg.

(lbs)

Coarse

Agg.

(lbs)

Water

(lbs)

Max

Water/

Cement

Mix

Description

Concrete

Class

Ready

Mix

Supplier

Mix

Design

No.

115-65CL

ASSL

Argos Ready

Mix # 115

L .400 952 7.00 50.00 3.50 6500 240 0 6500

6,500 psi 33 1807 560 9.00 90.00 7.00 0

0

6500

115-N/A Argos Ready

Mix # 115

A Curb

Mach

.490 1316 0.00 50.00 2.50 3000 611 0 3000

32 1709 2.50 90.00 6.00 0

0

3000

702-1070

213979

Ready Mix

USA # 702

A .490 1152 2.00 50.00 2.50 3000 611 0 3000

Class A 34 1824 4.00 90.00 6.00 0

0

3000

702-1070

213980

Ready Mix

USA # 702

B .660 1270 2.00 50.00 0.00 2200 470 0 2200

Class B 34 1824 4.00 90.00 6.00 0

0

2200

702-1070

213981

Ready Mix

USA # 702

AA .445 1110 2.00 50.00 3.50 3500 635 0 3500

Class AA 33 1824 4.00 90.00 7.00 0

0

3500

702-1070

213982

Ready Mix

USA # 702

D .443 1097 2.00 50.00 3.50 4000 650 0 4000

Class D 33 1824 4.00 90.00 7.00 0

0

4000

702-1070

213983

Ready Mix

USA # 702

AA-1 .440 1098 2.00 50.00 2.50 4500 675 0 4500

Class AA-1 34 1824 4.00 90.00 6.00 0

0

4500

702-1070

213984

Ready Mix

USA # 702

A .490 1095 2.00 50.00 2.50 3000 520 0 3000

Fly Ash 34 1824 125 4.00 90.00 6.00 0

0

3000




ACI 318

Req'd 28

Day

Strength Avg. 28

Day

Strength

(psi)

7 Day

Strength

(psi)

Cement

(lbs)

28 Day

Flex Str

28 Day

Tensile

28 Day

Strength

(psi)

Min/

Max

Air

(%)

Min/

Max

Temp

(ºF)

Min/

Max

Slump

(in)


QtyQtyQtyQty

Plasticizers

(oz)Qty

Admix 1

Fly

Ash

(lbs)

Fine

Agg.

(lbs)

Coarse

Agg.

(lbs)

Water

(lbs)

Max

Water/

Cement

Mix

Description

Concrete

Class

Ready

Mix

Supplier

Mix

Design

No.

702-1070

213985

Ready Mix

USA # 702

B .660 1222 2.00 50.00 0.00 2200 400 0 2200

Fly Ash 34 1824 100 4.00 90.00 6.00 0

0

2200

702-1070

213986

Ready Mix

USA # 702

AA .445 1057 2.00 50.00 3.50 3500 540 0 3500

Fly Ash 33 1824 125 4.00 90.00 7.00 0

0

3500

702-1070

213987

Ready Mix

USA # 702

D .443 1024 2.00 50.00 3.50 4000 553 0 4000

Fly Ash 34 1824 125 4.00 90.00 7.00 0

0

4000

702-1070

213988

Ready Mix

USA # 702

AA-1 .440 1045 2.00 50.00 2.50 4500 575 0 4500

Fly Ash 33 1824 150 4.00 90.00 6.00 0

0

4500

702-1070

214155

Ready Mix

USA # 702

A Barr

Mach

.490 1270 0.00 50.00 2.50 3000 520 0 3000

Fly Ash 29 1759 125 2.50 90.00 6.00 0

0

3000

702-1070

214156

Ready Mix

USA # 702

B Curb

Mach

.660 1402 0.00 50.00 0.00 2200 400 0 2200

Fly Ash 31 1710 100 2.50 90.00 6.00 0

0

2200

702-1070

214157

Ready Mix

USA # 702

A Barr

Mach

.490 1326 0.00 50.00 2.50 3000 611 0 3000

29 1759 2.50 90.00 6.00 0

0

3000

702-1070

214158

Ready Mix

USA # 702

AA .445 1263 0.00 50.00 3.50 3500 635 0 3500

Class AA 29 1759 2.50 90.00 7.00 0

0

3500




ACI 318

Req'd 28

Day

Strength Avg. 28

Day

Strength

(psi)

7 Day

Strength

(psi)

Cement

(lbs)

28 Day

Flex Str

28 Day

Tensile

28 Day

Strength

(psi)

Min/

Max

Air

(%)

Min/

Max

Temp

(ºF)

Min/

Max

Slump

(in)


QtyQtyQtyQty

Plasticizers

(oz)Qty

Admix 1

Fly

Ash

(lbs)

Fine

Agg.

(lbs)

Coarse

Agg.

(lbs)

Water

(lbs)

Max

Water/

Cement

Mix

Description

Concrete

Class

Ready

Mix

Supplier

Mix

Design

No.

702-1070

214159

Ready Mix

USA # 702

B Curb

Mach

.660 1449 0.00 50.00 0.00 2200 470 0 2200

31 1710 2.50 90.00 6.00 0

0

2200

709-1535

190

Ready Mix

USA #709

CS 1.400 1421 0.00 50.00 3.00 1000 280 0 1000

35 1846 3.50 90.00 7.00 0

0

1000

709-1539

154

Ready Mix

USA #709

A .490 1131 2.00 50.00 2.50 3000 520 0 3000

Fly Ash 34 1880 125 4.00 90.00 6.00 0

0

3000

709-1539

156

Ready Mix

USA #709

AA .445 1091 2.00 50.00 3.50 3500 540 0 3500

Fly Ash 33 1880 125 4.00 90.00 7.00 0

0

3500

709-1540

075

Ready Mix

USA #709

24 HR

Accel

.450 1054 2.00 50.00 3.00 3500 752 0 3500

24 HR

Accel

34 1880 5.00 90.00 6.00 0

0

3500

709-1540

076

Ready Mix

USA #709

A .490 1173 2.00 50.00 2.60 3000 611 0 3000

34 1880 4.00 90.00 6.00 0

0

3000

709-1540

077

Ready Mix

USA #709

AA .445 1131 2.00 50.00 3.50 3500 635 0 3500

33 1880 4.00 90.00 7.00 0

0

3500

709-1540

078

Ready Mix

USA #709

AA1 .440 1048 2.00 50.00 2.50 4500 575 0 4500

Fly Ash 34.5 1880 150 4.00 90.00 6.00 0

0

4500




ACI 318

Req'd 28

Day

Strength Avg. 28

Day

Strength

(psi)

7 Day

Strength

(psi)

Cement

(lbs)

28 Day

Flex Str

28 Day

Tensile

28 Day

Strength

(psi)

Min/

Max

Air

(%)

Min/

Max

Temp

(ºF)

Min/

Max

Slump

(in)


QtyQtyQtyQty

Plasticizers

(oz)Qty

Admix 1

Fly

Ash

(lbs)

Fine

Agg.

(lbs)

Coarse

Agg.

(lbs)

Water

(lbs)

Max

Water/

Cement

Mix

Description

Concrete

Class

Ready

Mix

Supplier

Mix

Design

No.

709-1540

080

Ready Mix

USA #709

B .660 1293 2.00 50.00 0.00 2200 470 0 2200

34 1880 4.00 90.00 6.00 0

0

2200

709-1540

081

Ready Mix

USA #709

B .660 1256 2.00 50.00 0.00 2200 400 0 2200

Fly Ash 34 1880 100 4.00 90.00 6.00 0

0

2200

709-1540

083

Ready Mix

USA #709

B Curb

Mach

.660 1439 0.00 50.00 0.00 2200 400 0 2200

Curb

Mach, Fly

Ash

31 1762 100 2.50 90.00 6.00 0

0

2200

709-1550

277

Ready Mix

USA #709

AA Barr

Mach

.445 1246 0.00 50.00 0.00 3500 540 0 3500

Fly Ash 29 1812 125 2.50 90.00 6.00 0

0

3500

709-1575

277

Ready Mix

USA #709

AA1 .440 1119 2.00 50.00 2.00 4500 675 0 4500

34 1880 4.00 90.00 6.00 0

0

4500

709-1575

385

Ready Mix

USA #709

A Barr

Mach

.490 1308 0.00 50.00 2.50 3000 520 0 3000

Fly Ash 29 1813 125 2.50 90.00 6.00 0

0

3000

709-1583

418

Ready Mix

USA #709

AA1 Barr

Mach

.440 1215 0.00 50.00 2.50 4500 575 0 4500

Barr. Mach,

Fly Ash

30 1813 150 2.50 90.00 6.00 0

0

4500

709-1594

148

Ready Mix

USA #709

D .445 1105 2.00 50.00 3.50 4000 533 0 4000

Fly Ash 33 1880 98 4.00 90.00 7.00 0

0

4000




ACI 318

Req'd 28

Day

Strength Avg. 28

Day

Strength

(psi)

7 Day

Strength

(psi)

Cement

(lbs)

28 Day

Flex Str

28 Day

Tensile

28 Day

Strength

(psi)

Min/

Max

Air

(%)

Min/

Max

Temp

(ºF)

Min/

Max

Slump

(in)


QtyQtyQtyQty

Plasticizers

(oz)Qty

Admix 1

Fly

Ash

(lbs)

Fine

Agg.

(lbs)

Coarse

Agg.

(lbs)

Water

(lbs)

Max

Water/

Cement

Mix

Description

Concrete

Class

Ready

Mix

Supplier

Mix

Design

No.

718-1071

807424

Argos Ready

Mix #718

B .660 1274 2.00 50.00 0.00 2200 470 0 2200

34 1824 0 4.00 90.00 6.00 0

0

2200

742-1074

215746

Ready Mix

USA # 742

A .490 1141 2.00 50.00 2.50 3000 520 0 3000

Class A

w/Fly Ash

34 1824 125 4.00 90.00 6.00 0

0

3000

742-1074

215749

Ready Mix

USA # 742

A .490 1141 2.00 50.00 2.50 3000 520 0 3000

Class A

w/Fly Ash

34 1824 125 4.00 90.00 6.00 0

0

3000

742-1074

216141

Ready Mix

USA # 742

AA

Caisson

.445 1156 7.00 50.00 0.00 3500 595 0 3500

Fly Ash 37 1804 125 9.00 90.00 3.00 0

0

3500

742-1074

216195

Ready Mix

USA # 742

Shotcrete 950 2.00 50.00 3.50 4600 800 0 4600

No. 89 w/

Fly Ash

40 1525 200 4.00 90.00 6.50 0

0

4600

742-1074

216198

Ready Mix

USA # 742

AAA .440 1064 2.00 50.00 2.50 5000 735 0 5000

36 1835 4.00 90.00 6.00 0

0

5000

742-1074

216321

Ready Mix

USA # 742

A .490 1141 2.00 50.00 2.50 3000 520 0 3000

Fly Ash 34 1894 125 4.00 90.00 6.00 0

0

3000

742-1074

216322

Ready Mix

USA # 742

B .660 1269 2.00 50.00 0.00 2200 400 0 2200

Fly Ash 34 1894 100 4.00 90.00 6.00 0

0

2200




ACI 318

Req'd 28

Day

Strength Avg. 28

Day

Strength

(psi)

7 Day

Strength

(psi)

Cement

(lbs)

28 Day

Flex Str

28 Day

Tensile

28 Day

Strength

(psi)

Min/

Max

Air

(%)

Min/

Max

Temp

(ºF)

Min/

Max

Slump

(in)


QtyQtyQtyQty

Plasticizers

(oz)Qty

Admix 1

Fly

Ash

(lbs)

Fine

Agg.

(lbs)

Coarse

Agg.

(lbs)

Water

(lbs)

Max

Water/

Cement

Mix

Description

Concrete

Class

Ready

Mix

Supplier

Mix

Design

No.

742-1074

216323

Ready Mix

USA # 742

AA .445 1101 2.00 50.00 3.50 3500 540 0 3500

Fly Ash 33 1894 125 4.00 90.00 7.00 0

0

3500

742-1074

216324

Ready Mix

USA # 742

D .445 1068 2.00 50.00 3.50 4000 553 0 4000

Fly Ash 34 1894 125 4.00 90.00 7.00 0

0

4000

742-1074

216326

Ready Mix

USA # 742

A Barr

Mach

.490 1298 0.00 50.00 2.50 3000 520 0 3000

Fly Ash 30 1826 125 2.50 90.00 6.00 0

0

3000

742-1074

216327

Ready Mix

USA # 742

AA Barr

Mach

.445 1236 0.00 50.00 3.50 3500 540 0 3500

Fly Ash 30 1826 125 2.50 90.00 7.00 0

0

3500

742-1074

216328

Ready Mix

USA # 742

B Barr

Mach

.660 1431 0.00 50.00 0.00 2200 400 0 2200

Fly Ash 32 1776 100 2.50 90.00 6.00 0

0

2200

742-1539

156

Ready Mix

USA # 742

AA (Super

P) w/Fly

Ash

.445 1099 2.00 50.00 3.50 3500 540 0 3500

8" Slump

allowed

w/Super P

33 1894 125 4.00 90.00 7.00 0

0

3500

742-1594

148

Ready Mix

USA # 742

D (Super P)

w/Fly Ash

.445 1075 2.00 50.00 3.50 4000 555 0 4000

8" Slump

allowed

w/Super P

33 1894 125 4.00 90.00 7.00 0

0

4000

744-1074

409117

Ready Mix

USA #744

A .490 1173 2.00 50.00 2.50 3000 611 0 3000

34 1880 4.00 90.00 6.00 0

0

3000




ACI 318

Req'd 28

Day

Strength Avg. 28

Day

Strength

(psi)

7 Day

Strength

(psi)

Cement

(lbs)

28 Day

Flex Str

28 Day

Tensile

28 Day

Strength

(psi)

Min/

Max

Air

(%)

Min/

Max

Temp

(ºF)

Min/

Max

Slump

(in)


QtyQtyQtyQty

Plasticizers

(oz)Qty

Admix 1

Fly

Ash

(lbs)

Fine

Agg.

(lbs)

Coarse

Agg.

(lbs)

Water

(lbs)

Max

Water/

Cement

Mix

Description

Concrete

Class

Ready

Mix

Supplier

Mix

Design

No.

744-1074

409123

Ready Mix

USA #744

A .49 1119 2.00 50.00 2.50 3000 520 0 3000

Fly Ash 34 1880 125 4.00 90.00 6.00 0

0

3000

744-1074

409124

Ready Mix

USA #744

B .660 1242 2.00 50.00 0.00 2200 400 0 2200

Fly Ash 34 1880 100 4.00 90.00 6.00 0

0

2200

744-1074

413952

Ready Mix

USA #744

A Barr

Mach

.490 1359 0.00 50.00 2.50 3000 611 0 3000

29 1813 2.50 90.00 6.00 0

0

3000

744-1074

413953

Ready Mix

USA #744

AA Barr

Mach

.445 1293 0.00 50.00 3.50 3500 635 0 3500

29 1813 2.50 90.00 7.00 0

0

3500

744-1074

413954

Ready Mix

USA #744

A Barr

Mach

.490 1316 0.00 50.00 2.50 3000 520 0 3000

Fly Ash 29 1813 125 2.50 90.00 6.00 0

0

3000

744-1074

413955

Ready Mix

USA #744

AA Barr

Mach

.445 1253 0.00 50.00 3.50 3500 540 0 3500

Fly Ash 29 1813 125 2.50 90.00 7.00 0

0

3500

744-1074

413956

Ready Mix

USA #744

B Curb

Mach

.660 1485 0.00 50.00 0.00 2200 470 0 2200

31 1762 2.50 90.00 6.00 0

0

2200

744-1074

413957

Ready Mix

USA #744

B Curb

Mach

.660 1448 0.00 50.00 0.00 2200 400 0 2200

Fly Ash 31 1762 100 2.50 90.00 6.00 0

0

2200




ACI 318

Req'd 28

Day

Strength Avg. 28

Day

Strength

(psi)

7 Day

Strength

(psi)

Cement

(lbs)

28 Day

Flex Str

28 Day

Tensile

28 Day

Strength

(psi)

Min/

Max

Air

(%)

Min/

Max

Temp

(ºF)

Min/

Max

Slump

(in)


QtyQtyQtyQty

Plasticizers

(oz)Qty

Admix 1

Fly

Ash

(lbs)

Fine

Agg.

(lbs)

Coarse

Agg.

(lbs)

Water

(lbs)

Max

Water/

Cement

Mix

Description

Concrete

Class

Ready

Mix

Supplier

Mix

Design

No.

744-1074

413959

Ready Mix

USA #744

A .490 1173 2.00 50.00 2.50 3000 611 0 3000

Class A 34 1880 4.00 90.00 6.00 0

0

3000

744-1074

413960

Ready Mix

USA #744

B .660 1293 2.00 50.00 0.00 2200 470 0 2200

Class B 34 1880 4.00 90.00 6.00 0

0

2200

744-1074

413961

Ready Mix

USA #744

AA .445 1131 2.00 50.00 3.50 3500 635 0 3500

Class AA 33 1880 4.00 90.00 7.00 0

0

3500

744-1074

413962

Ready Mix

USA #744

AA-1 .440 1119 2.00 50.00 2.50 4500 675 0 4500

Class AA-1 34 1880 4.00 90.00 6.00 0

0

4500

744-1074

413963

Ready Mix

USA #744

D .443 1118 2.00 50.00 3.50 4000 650 0 4000

Class D 33 1880 4.00 90.00 7.00 0

0

4000

744-1074

413964

Ready Mix

USA #744

CS 1.400 1421 0.00 50.00 3.00 1000 280 0 1000

Class CS 35 1846 3.50 90.00 7.00 0

0

1000

744-1074

413965

Ready Mix

USA #744

A .490 1116 2.00 50.00 2.50 3000 520 0 3000

Fly Ash 34 1880 125 4.00 90.00 6.00 0

0

3000

744-1074

413966

Ready Mix

USA #744

B .660 1240 2.00 50.00 0.00 2200 400 0 2200

Fly Ash 34 1880 100 4.00 90.00 6.00 0

0

2200




ACI 318

Req'd 28

Day

Strength Avg. 28

Day

Strength

(psi)

7 Day

Strength

(psi)

Cement

(lbs)

28 Day

Flex Str

28 Day

Tensile

28 Day

Strength

(psi)

Min/

Max

Air

(%)

Min/

Max

Temp

(ºF)

Min/

Max

Slump

(in)


QtyQtyQtyQty

Plasticizers

(oz)Qty

Admix 1

Fly

Ash

(lbs)

Fine

Agg.

(lbs)

Coarse

Agg.

(lbs)

Water

(lbs)

Max

Water/

Cement

Mix

Description

Concrete

Class

Ready

Mix

Supplier

Mix

Design

No.

744-1074

413967

Ready Mix

USA #744

AA .445 1077 2.00 50.00 3.50 3500 540 0 3500

Fly Ash 33 1880 125 4.00 90.00 7.00 0

0

3500

744-1074

413968

Ready Mix

USA #744

AA-1 .440 1046 2.00 50.00 2.50 4500 575 0 4500

Fly Ash 34 1880 150 4.00 90.00 6.00 0

0

4500

744-1074

413969

Ready Mix

USA #744

D .443 1066 2.00 50.00 3.50 4000 553 0 4000

Fly Ash 33 1880 125 4.00 90.00 7.00 0

0

4000

744-1074

416142

Ready Mix

USA #744

AA

Caisson

.445 1144 7.00 50.00 0.00 3500 595 0 3500

Fly Ash 37 1757 125 9.00 90.00 3.00 0

0

3500

744-1074

416196

Ready Mix

USA #744

Shotcrete 950 2.00 50.00 3.50 4600 800 0 4600

No. 89

w/Fly Ash

40 1506 200 4.00 90.00 6.50 0

0

4600

744-1074

416199

Ready Mix

USA #744

AAA .440 1068 2.00 50.00 2.50 5000 735 0 5000

36 1781 4.00 90.00 6.00 0

0

5000

744-1539

156

Ready Mix

USA #744

AA (Super

P) w/Fly

Ash

.445 1080 2.00 50.00 3.50 3500 540 0 3500

8" Slump

allowed

w/Super P

33 1880 125 4.00 90.00 7.00 0

0

3500

744-1594

148

Ready Mix

USA #744

D (Super P)

w/Fly Ash

.445 1068 2.00 50.00 3.50 4000 555 0 4000

8" Slump

allowed

w/Super P

33 1880 125 4.00 90.00 7.00 0

0

4000




ACI 318

Req'd 28

Day

Strength Avg. 28

Day

Strength

(psi)

7 Day

Strength

(psi)

Cement

(lbs)

28 Day

Flex Str

28 Day

Tensile

28 Day

Strength

(psi)

Min/

Max

Air

(%)

Min/

Max

Temp

(ºF)

Min/

Max

Slump

(in)


QtyQtyQtyQty

Plasticizers

(oz)Qty

Admix 1

Fly

Ash

(lbs)

Fine

Agg.

(lbs)

Coarse

Agg.

(lbs)

Water

(lbs)

Max

Water/

Cement

Mix

Description

Concrete

Class

Ready

Mix

Supplier

Mix

Design

No.

747-00D

AF44

Argos Ready

Mix # 747

Non-Excav

FlowFill

2123 0.00 50.00 5.00 0 75 0 0

Fly Ash 65 350 0.00 90.00 15.00 0

0

0

747-00D

AX662

Argos Ready

Mix # 747

Excav

FlowFill

2140 0.00 50.00 15.00 0 100 0 0

60 0.00 90.00 35.00 0

0

0

747-1074

714069

Argos Ready

Mix # 747

AA

w/Super P

& #7 Stone

.445 1027 5.00 50.00 3.50 3500 685 0 3500

Super P &

#7 Stone

35 1831 8.00 90.00 7.00 0

0

3500

747-1074

715490

Argos Ready

Mix # 747

J Mass

Concrete

.400 967 7.00 50.00 3.50 6000 234 0 6000

6,000 psi

SuperStruc

ture

33 1771 546 9.00 85.00 7.00 0

0

6000

747-1074

715674

Argos Ready

Mix # 747

K Mass

Concrete

.430 1052 7.00 50.00 3.50 3500 381 0 3500

3,500 psi

Mass

Concrete

32 1825 254 9.00 85.00 7.00 0

0

3500

747-1074

715775

Argos Ready

Mix # 747

H Mass

Concrete

.400 240 7.00 50.00 0.00 6000 240 0 6000

6,000 psi

Caisson

34 1771 560 9.00 85.00 3.00 0

0

6000

747-1074

715775A

Argos Ready

Mix # 747

H Mass

Concrete

.400 240 7.00 50.00 0.00 6000 240 0 6000

6,000 psi

Caisson

34 1771 560 9.00 85.00 3.00 0

0

6000

747-1074

716170

Argos Ready

Mix # 747

E Caisson .400 1119 7.00 50.00 0.00 6000 691 0 6000

6,000 psi

Fly Ash

36 1764 112 9.00 90.00 3.00 0

0

6000




ACI 318

Req'd 28

Day

Strength Avg. 28

Day

Strength

(psi)

7 Day

Strength

(psi)

Cement

(lbs)

28 Day

Flex Str

28 Day

Tensile

28 Day

Strength

(psi)

Min/

Max

Air

(%)

Min/

Max

Temp

(ºF)

Min/

Max

Slump

(in)


QtyQtyQtyQty

Plasticizers

(oz)Qty

Admix 1

Fly

Ash

(lbs)

Fine

Agg.

(lbs)

Coarse

Agg.

(lbs)

Water

(lbs)

Max

Water/

Cement

Mix

Description

Concrete

Class

Ready

Mix

Supplier

Mix

Design

No.

747-22D

AC756

Argos Ready

Mix # 747

B .660 1238 2.00 50.00 0.00 2200 400 0 2200

Fly Ash 34 1824 100 4.00 90.00 6.00 0

0

2200

747-22D

AC757

Argos Ready

Mix # 747

B Curb

Mach

.660 1418 0.00 50.00 0.00 2200 400 0 2200

Fly Ash 31 1710 100 2.50 90.00 6.00 0

0

2200

747-22D

AX754

Argos Ready

Mix # 747

B .660 1275 2.00 50.00 0.00 2200 470 0 2200

34 1824 4.00 90.00 6.00 0

0

2200

747-22D

AX755

Argos Ready

Mix # 747

B Curb

Mach

.660 1455 0.00 50.00 0.00 2200 470 0 2200

31 1710 2.50 90.00 6.00 0

0

2200

747-30D

DOT-319 Concrete Test ReportTest Log Project No: 0000784-721850 Lab: Jacobs - OV Test Control Number...

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Transcript of DOT-319 Concrete Test ReportTest Log Project No: 0000784-721850 Lab: Jacobs - OV Test Control Number...