Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2021-06-22-17
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: 06/22/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/22/2021
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: 21135
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
The concrete mix design number: 55
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 92860
Concrete batch plant: Oldcastle Infrastructure
The fabricator/manufacturer designation for the sample: Mix No. 55
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.:
DIME Test ID: 2021-06-22-17-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 06/25/2021
Date Tested: 06/22/2021
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:
DIME Test ID: 2021-06-22-17-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 06/25/2021
Date Tested: 06/22/2021
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:
DIME Test ID: 2021-06-22-17-3
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 06/25/2021
Date Tested: 06/22/2021
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:
DIME Test ID: 2021-06-22-17-4
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 06/25/2021
Date Tested: 06/22/2021
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:
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Identification of concrete represented by the sample
|
Mix No. 55
|
|
Volume of the measure
|
0.25 ft^3
|
|
Density of concrete
|
146.1 lb/ft^3
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Yield of concrete
|
2.79 yd^3
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Relative yield of the batch
|
0.99
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Cement content
|
471 lb/yd^3
|
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Air content
|
3.7 %
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DIME Test ID: 2021-06-22-17-5
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/25/2021
Date Tested: 06/23/2021
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
|
5.99 in
|
|
Average diameter of cylinder 2
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6.00 in
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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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|
Cross sectional area of cylinder 1
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28.18 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
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|
Compressive strength (to nearest 10 psi)
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2640 psi
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|
Maximum load on cylinder 1
|
72730 lb
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Maximum load on cylinder 2
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75830 lb
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|
Type of fracture pattern of cylinder 1
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5
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Type of fracture pattern of cylinder 2
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5
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Age of specimen
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1 days
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Age of specimen in hours
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21 hours
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DIME Test ID: 2021-06-22-17-6
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/30/2021
Date Tested: 06/29/2021
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
|
5.99 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
|
28.18 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6010 psi
|
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Maximum load on cylinder 1
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168450 lb
|
|
Maximum load on cylinder 2
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170900 lb
|
|
Type of fracture pattern of cylinder 1
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4
|
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Type of fracture pattern of cylinder 2
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3
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Age of specimen
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7 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2021-06-22-17-7
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/20/2021
Date Tested: 07/20/2021
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
|
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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)
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7840 psi
|
|
Maximum load on cylinder 1
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226000 lb
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Maximum load on cylinder 2
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211130 lb
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Maximum load on cylinder 3
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225430 lb
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Type of fracture pattern of cylinder 1
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4
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Type of fracture pattern of cylinder 2
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4
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Type of fracture pattern of cylinder 3
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4
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
|
1
|
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Correction factor for cylinder 2
|
1
|
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Correction factor for cylinder 3
|
1
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Age of specimen
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28 days
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Age of specimen in hours
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no data0 hours
|
