Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2015-10-23-6
TL Number from the TL Form: 102354
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/23/2015
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2015
The quantity of what the sample constitutes: 6
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 889-54
Structure unique identifier: VICTORY PLACE SEP BR53C2171 ABUT 3 FTG
Structure name: BR 53C2171
The fabricator/manufacturer/facility name: NATIONAL READY MIX
The concrete mix design number: S62578
The truck number from where the sample was collected: 440
The batch plant ticket number from where the sample was collected: 187322
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: SHUTE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:
DIME Test ID: 2015-10-23-6-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/30/2015
Date Tested: 10/30/2015
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?
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ASTM C617/CTM521
|
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Average diameter of cylinder 1
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5.97 in
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Average diameter of cylinder 2
|
5.97 in
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|
Cross sectional area of cylinder 1
|
27.99 in^2
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|
Cross sectional area of cylinder 2
|
27.99 in^2
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Compressive strength (to nearest 10 psi)
|
2830 psi
|
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Maximum load on cylinder 1
|
78870 lb
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Maximum load on cylinder 2
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79460 lb
|
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Compressive strength of cylinder 1
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2817.8 psi
|
|
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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2838.9 psi
|
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Type of fracture pattern of cylinder 2
|
1
|
|
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
|
no data
|
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Age of specimen
|
7 days
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Age of specimen in hours
|
no data
|
DIME Test ID: 2015-10-23-6-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/20/2015
Date Tested: 11/20/2015
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
|
5.97 in
|
|
Average diameter of cylinder 2
|
5.98 in
|
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
|
Cross sectional area of cylinder 2
|
28.09 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4390 psi
|
|
Maximum load on cylinder 1
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124670 lb
|
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Maximum load on cylinder 2
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121390 lb
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Compressive strength of cylinder 1
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4454.1 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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4321.5 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
|
|
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
|
|
Age of specimen
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28 days
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|
Age of specimen in hours
|
no data
|
