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Sample Record for 2021-04-30-4

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Project Information

Project ID: 214422 DEA: 040J6424 EFIS: 0414000476 QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-101-32.8/R54.2
Work Description: CRACK, SEAT AND OVERLAY WITH RHMA AND HMA, AND REPLACE CULVERTS.
Location Description: SONOMA COUNTY AT VARIOUS LOCATIONS FROM LIMERICK LANE OVERCROSSING TO ROUTE 101/128 SEPARATION
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 FOURTH STREET, BERKELY, CA 94710
Resident Engineer: Syd Valeh Structure Rep.: Jonathan Chi

Sample Information

DIME Sample ID: 2021-04-30-4
TL Number from the TL Form:
Sample Submitted By Organization: Oldcastle Precast, Incorporated - Pleasanton
Sample Organization Contact: (925) 846-8183
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 04/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/30/2021
The quantity of what the sample constitutes: 2.8 CY
A brief description of the sample: SCC concrete
From where was the sample collected: Manufacturer
Laboratory sample identification: 21087
Structure unique identifier: 04-son-101-32.8/R54.2
Structure name: State Hwy in Sonoma County 101/128 Separation
The fabricator/manufacturer/facility name: Oldcastle Infrastructure

Material Information

The concrete mix design number: 54
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 91530
Concrete batch plant: Oldcastle Infrastructure
The fabricator/manufacturer designation for the sample: Mix no. 54
A detailed description of where the material sample was collected: Travelling Bucket
Where the material sample would have been placed if not sampled: RBC
From Lot No.:
Bag Lot No.:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2021-04-30-4-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 05/03/2021
Date Tested: 04/30/2021
Submitted By Organization: Oldcastle Precast, Incorporated - Pleasanton
Organization Address: 1233 Quarry Lane, Suite 145,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94566
Organization Email: juan.maiz@oldcastle.com
Organization Phone: (925) 750-6646
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 76 F

Test 2 of 7

DIME Test ID: 2021-04-30-4-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 05/03/2021
Date Tested: 04/30/2021
Submitted By Organization: Oldcastle Precast, Incorporated - Pleasanton
Organization Address: 1233 Quarry Lane, Suite 145,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94566
Organization Email: juan.maiz@oldcastle.com
Organization Phone: (925) 750-6646
General Comments for this Test: SCC
Test Result Compliance:
Additional Comments When Verified:
Slump 24.75 inch

Test 3 of 7

DIME Test ID: 2021-04-30-4-3
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 05/03/2021
Date Tested: 04/30/2021
Submitted By Organization: Oldcastle Precast, Incorporated - Pleasanton
Organization Address: 1233 Quarry Lane, Suite 145,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94566
Organization Email: juan.maiz@oldcastle.com
Organization Phone: (925) 750-6646
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Air content 1.8 %

Test 4 of 7

DIME Test ID: 2021-04-30-4-4
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 05/03/2021
Date Tested: 04/30/2021
Submitted By Organization: Oldcastle Precast, Incorporated - Pleasanton
Organization Address: 1233 Quarry Lane, Suite 145,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94566
Organization Email: juan.maiz@oldcastle.com
Organization Phone: (925) 750-6646
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Identification of concrete represented by the sample Mix no. 54
Volume of the measure 0.249 ft^3
Density of concrete 148.2 lb/ft^3
Yield of concrete 2.84 yd^3
Relative yield of the batch 1.01
Cement content 463.96 lb/yd^3
Air content 2.4 %

Test 5 of 7

DIME Test ID: 2021-04-30-4-5
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/03/2021
Date Tested: 05/01/2021
Submitted By Organization: Oldcastle Precast, Incorporated - Pleasanton
Organization Address: 1233 Quarry Lane, Suite 145,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94566
Organization Email: juan.maiz@oldcastle.com
Organization Phone: (925) 750-6646
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 2370 psi
Maximum load on cylinder 1 66870 lb
Maximum load on cylinder 2 66980 lb
Type of fracture pattern of cylinder 1 5
Type of fracture pattern of cylinder 2 5
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Age of specimen 1 days
Age of specimen in hours 9 hours

Test 6 of 7

DIME Test ID: 2021-04-30-4-6
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/07/2021
Date Tested: 05/07/2021
Submitted By Organization: Oldcastle Precast, Incorporated - Pleasanton
Organization Address: 1233 Quarry Lane, Suite 145,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94566
Organization Email: juan.maiz@oldcastle.com
Organization Phone: (925) 750-6646
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 6570 psi
Maximum load on cylinder 1 188760 lb
Maximum load on cylinder 2 182430 lb
Type of fracture pattern of cylinder 1 4
Type of fracture pattern of cylinder 2 4
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Age of specimen 7 days
Age of specimen in hours 0 hours

Test 7 of 7

DIME Test ID: 2021-04-30-4-7
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/28/2021
Date Tested: 05/28/2021
Submitted By Organization: Oldcastle Precast, Incorporated - Pleasanton
Organization Address: 1233 Quarry Lane, Suite 145,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94566
Organization Email: juan.maiz@oldcastle.com
Organization Phone: (925) 750-6646
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 5.99 in
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3 5.99 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.18 in^2
Cross sectional area of cylinder 3 28.18 in^2
Compressive strength (to nearest 10 psi) 8620 psi
Maximum load on cylinder 1 242170 lb
Maximum load on cylinder 2 244970 lb
Maximum load on cylinder 3 242450 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 6
Type of fracture pattern of cylinder 3 3
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Correction factor for cylinder 3 1
Age of specimen 28 days
Age of specimen in hours 0 hours