Sample Record for 2016-03-14-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210737 DEA: 073X7114 EFIS: 0715000132
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60,126-R7.4/R8.1
Work Description: REALIGN RAMPS, WIDEN BRIDGE, AND REPLACE RAMPS PAVEMENT.
Location Description: IN LA COUNTY, IN CITY OF MONTEBELLOAT PARAMOUNT BOULEVARD OVERCROSSING
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Ave., Fontana, CA 92335
Resident Engineer: Ragy Samy Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2016-03-14-2
TL Number from the TL Form: 1269494
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: 03/14/2016
Date that the sample was received by the laboratory/organization performing the testing: 03/16/2016
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: 929-94
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Plant
Material Information
The concrete mix design number: S62578
The truck number from where the sample was collected: 361
The batch plant ticket number from where the sample was collected: 1269494
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Plant
A detailed description of where the material sample was collected: Batch Plant
Where the material sample would have been placed if not sampled: 60 Paramount WB off Ramp
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2016-03-14-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/28/2016
Date Tested: 03/28/2016
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
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|
Number of specimens
|
2
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|
Test performed
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With no density determined
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|
Capped in accordance with?
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ASTM C617/CTM521
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Average diameter of cylinder 1
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5.98 in
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Average diameter of cylinder 2
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5.98 in
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Cross sectional area of cylinder 1
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28.09 in^2
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Cross sectional area of cylinder 2
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28.09 in^2
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Compressive strength (to nearest 10 psi)
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2930 psi
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Maximum load on cylinder 1
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79950 lb
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Maximum load on cylinder 2
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84510 lb
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Compressive strength of cylinder 1
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2846.2 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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3008.5 psi
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Type of fracture pattern of cylinder 2
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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
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1
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Correction factor for cylinder 2
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no data
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Age of specimen
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14 days
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Age of specimen in hours
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no data
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Test 2 of 2
DIME Test ID: 2016-03-14-2-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/11/2016
Date Tested: 04/11/2016
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
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
5.98 in
|
|
Average diameter of cylinder 2
|
5.98 in
|
|
Cross sectional area of cylinder 1
|
28.09 in^2
|
|
Cross sectional area of cylinder 2
|
28.09 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3890 psi
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|
Maximum load on cylinder 1
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109400 lb
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Maximum load on cylinder 2
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109090 lb
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Compressive strength of cylinder 1
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3894.6 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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3883.6 psi
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Type of fracture pattern of cylinder 2
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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
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1
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Correction factor for cylinder 2
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no data
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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 data
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