Sample Record for 2016-10-21-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 7613 DEA: 071218W4 EFIS: 0700021119
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-29.4/31.6
Work Description: REALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location Description: LOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Vladimir Gurfinkel Structure Rep.: Gon Choi
Sample Information
DIME Sample ID: 2016-10-21-4
TL Number from the TL Form: 889-SRL04
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: 10/21/2016
Date that the sample was received by the laboratory/organization performing the testing: 10/26/2016
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 889-SRL04
Structure unique identifier: BR 53 2920
Structure name: Unknown
The fabricator/manufacturer/facility name: Jobsite
Material Information
The concrete mix design number: S62578
The truck number from where the sample was collected: 393
The batch plant ticket number from where the sample was collected: 203008
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Discharge from BACK OF concrete truck CHUTE into wheelbarrow.
Where the material sample would have been placed if not sampled: EMPIRE AVE UC REPLACE STAGE 2 ABUT 2 BR 53 2920
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 3
DIME Test ID: 2016-10-21-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/28/2016
Date Tested: 10/28/2016
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: (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
|
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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6.01 in
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Average diameter of cylinder 2
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6.01 in
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Cross sectional area of cylinder 1
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28.37 in^2
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|
Cross sectional area of cylinder 2
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28.37 in^2
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Compressive strength (to nearest 10 psi)
|
2520 psi
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Maximum load on cylinder 1
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73760 lb
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Maximum load on cylinder 2
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69100 lb
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Compressive strength of cylinder 1
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2599.9 psi
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|
Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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2435.7 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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no data
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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 data
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Test 2 of 3
DIME Test ID: 2016-10-21-4-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/04/2016
Date Tested: 11/04/2016
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: (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
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
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Compressive strength (to nearest 10 psi)
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3100 psi
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Maximum load on cylinder 1
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86790 lb
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Maximum load on cylinder 2
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88770 lb
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Compressive strength of cylinder 1
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3070.0 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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3129.0 psi
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Type of fracture pattern of cylinder 2
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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
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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 3 of 3
DIME Test ID: 2016-10-21-4-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/18/2016
Date Tested: 11/18/2016
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: (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
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.27 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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4030 psi
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Maximum load on cylinder 1
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111350 lb
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Maximum load on cylinder 2
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116760 lb
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Compressive strength of cylinder 1
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3938.8 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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4115.6 psi
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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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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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