Sample Record for 2022-01-27-22
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214663 DEA: 081F7304 EFIS: 0815000034
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-215-2.7
Work Description: REPLACE CONCRETE BRIDGE, PLACE CONCRETE PCPS GIRDERS AND HMA.
Location Description: SAN BERNARDINO COUNTY IN COLTON AT WASHINGTON STREET OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Shaine Shahidi Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2022-01-27-22
TL Number from the TL Form:
Sample Submitted By Organization: Coreslab
Sample Organization Contact: 951-943-9119
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 01/27/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/28/2022
The quantity of what the sample constitutes: 28 cy
A brief description of the sample: Concrete
From where was the sample collected: Fabricator
Laboratory sample identification: 015
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Coreslab Structures L.A., Inc.
Material Information
The concrete mix design number: 212
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 82484-82485
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Front Discharge RMT at Bed 9
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 7
DIME Test ID: 2022-01-27-22-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 02/07/2022
Date Tested: 01/27/2022
Submitted By Organization: Coreslab
Organization Address: 150 W. Placentia Ave,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: rwells@coreslab.com
Organization Phone: (951) 943-9119
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 2 of 7
DIME Test ID: 2022-01-27-22-2
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Submitted By Organization: Coreslab
Organization Address: 150 West Placenci Avenue,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: rwells@coreslab.com
Organization Phone: 951-943-9119
This test has been superseded on 02/07/2022. The corrected test ID is: 2022-01-27-22-6
Reason: retested
Test 3 of 7
DIME Test ID: 2022-01-27-22-3
Test Method: ASTM C143-15a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 02/07/2022
Date Tested: 01/27/2022
Submitted By Organization: Coreslab
Organization Address: 150 W. Placentia Ave,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: rwells@coreslab.com
Organization Phone: (951) 943-9119
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 4 of 7
DIME Test ID: 2022-01-27-22-4
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 02/07/2022
Date Tested: 01/28/2022
Submitted By Organization: Coreslab
Organization Address: 150 W. Placentia Ave,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: rwells@coreslab.com
Organization Phone: (951) 943-9119
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 5 of 7
DIME Test ID: 2022-01-27-22-5
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/07/2022
Date Tested: 01/29/2022
Submitted By Organization: Coreslab
Organization Address: 150 W. Placentia Ave,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: rwells@coreslab.com
Organization Phone: (951) 943-9119
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 C617 - Sulfur Mortar Cap
|
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Cross sectional area of cylinder 1
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28.2 in^2
|
|
Cross sectional area of cylinder 2
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28.2 in^2
|
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Compressive strength (to nearest 10 psi)
|
5130 psi
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Maximum load on cylinder 1
|
143820 lb
|
|
Maximum load on cylinder 2
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145512 lb
|
|
Type of fracture pattern of cylinder 1
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3
|
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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
|
1
|
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Age of specimen
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no data0 days
|
|
Age of specimen in hours
|
18 hours
|
Test 6 of 7
DIME Test ID: 2022-01-27-22-6
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 02/07/2022
Date Tested: 01/27/2022
Submitted By Organization: Coreslab
Organization Address: 150 W. Placentia Ave,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: rwells@coreslab.com
Organization Phone: (951) 943-9119
General Comments for this Test:
The test was superseded from test ID: 2022-01-27-22-2
Test Result Compliance:
Additional Comments When Verified:
|
Identification of concrete represented by the sample
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212
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|
Volume of the measure
|
0.249 ft^3
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Density of concrete
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149.6 lb/ft^3
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Yield of concrete
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no data
|
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Relative yield of the batch
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no data
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Cement content
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no data
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Air content
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no data
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Test 7 of 7
DIME Test ID: 2022-01-27-22-7
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/14/2022
Date Tested: 02/10/2022
Submitted By Organization: Coreslab
Organization Address: 150 W. Placentia Ave,
Organization City: Perris
Organization State: CA
Organization Zipcode: 92571
Organization Email: rwells@coreslab.com
Organization Phone: (951) 943-9119
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 C617 - Sulfur Mortar Cap
|
|
Cross sectional area of cylinder 1
|
28.2 in^2
|
|
Cross sectional area of cylinder 2
|
28.2 in^2
|
|
Compressive strength (to nearest 10 psi)
|
8500 psi
|
|
Maximum load on cylinder 1
|
233778 lb
|
|
Maximum load on cylinder 2
|
245340 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
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
|
|
Age of specimen
|
14 days
|
|
Age of specimen in hours
|
no data0 hours
|
