Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2019-04-22-3
TL Number from the TL Form: 14762
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: 04/22/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/23/2019
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: 946-762
Structure unique identifier: AUSTIN VAULT FOOTING
Structure name: AUSTIN VAULT FOOTING
The fabricator/manufacturer/facility name: Holliday Rock
The concrete mix design number: 3F40L003
The truck number from where the sample was collected: 195
The batch plant ticket number from where the sample was collected: 1042342
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: ATKINSON
A detailed description of where the material sample was collected: 3cy
Where the material sample would have been placed if not sampled: AUSTIN VAULT FOOTING
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-04-22-3-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 05/08/2019
Date Tested: 05/06/2019
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: 9098293029
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
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
3880 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
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Average diameter of cylinder 2
|
6.01 in
|
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Compressive strength of cylinder 1
|
3929.5 psi
|
|
Compressive strength of cylinder 2
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3826.6 psi
|
|
Maximum load on cylinder 1
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111480 lb
|
|
Maximum load on cylinder 2
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108560 lb
|
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Type of fracture pattern of cylinder 1
|
1
|
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Type of fracture pattern of cylinder 2
|
1
|
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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
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
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14 days
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DIME Test ID: 2019-04-22-3-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 05/23/2019
Date Tested: 05/20/2019
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: 9098293029
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
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
4230 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
|
3925.3 psi
|
|
Compressive strength of cylinder 2
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4535.8 psi
|
|
Maximum load on cylinder 1
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111360 lb
|
|
Maximum load on cylinder 2
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128680 lb
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Type of fracture pattern of cylinder 2
|
2
|
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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
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
28 days
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