Sample Record for 2018-06-09-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210735 DEA: 071193U4 EFIS: 0713000007
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-37.2/42.4
Work Description: CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location Description: IN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
Contractor Name: Guy F. Atkinson
Contractor Address: 18201 Von Karman Ave, Suite #800, IRVINE CA 92612
Resident Engineer: Rodolfo Cao Structure Rep.: David Win
Sample Information
DIME Sample ID: 2018-06-09-3
TL Number from the TL Form: 946-689B
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/09/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2018
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 946-689B
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: HOLLIDAY ROCK
Material Information
The concrete mix design number: CM5645
The truck number from where the sample was collected: 626
The batch plant ticket number from where the sample was collected: 101127245
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: ATKINSON
A detailed description of where the material sample was collected: LOAD72
Where the material sample would have been placed if not sampled: RW2181 FOOTING 8568 TO 8610
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2018-06-09-3-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 06/18/2018
Date Tested: 06/18/2018
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
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2
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|
Test performed
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With no density determined
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|
Cross sectional area of cylinder 1
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28.46 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Capped in accordance with?
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ASTM C617/CTM521
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Compressive strength (to nearest 10 psi)
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3160 psi
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Average diameter of cylinder 1
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6.02 in
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Average diameter of cylinder 2
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6.01 in
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Compressive strength of cylinder 1
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3188.7 psi
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Compressive strength of cylinder 2
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3124.4 psi
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Maximum load on cylinder 1
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90750 lb
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Maximum load on cylinder 2
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88640 lb
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Type of fracture pattern of cylinder 1
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2
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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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9 days
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Test 2 of 2
DIME Test ID: 2018-06-09-3-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/11/2018
Date Tested: 07/09/2018
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
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 C617/CTM521
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Cross sectional area of cylinder 1
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28.46 in^2
|
|
Cross sectional area of cylinder 2
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28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
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3900 psi
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Maximum load on cylinder 1
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110750 lb
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Maximum load on cylinder 2
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111110 lb
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Compressive strength of cylinder 1
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3891.4 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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3916.5 psi
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Type of fracture pattern of cylinder 2
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2
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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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30 days
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Age of specimen in hours
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no data
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