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Sample Record for 2015-12-31-2

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: 2015-12-31-2
TL Number from the TL Form: 1231S2
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: 12/31/2015
Date that the sample was received by the laboratory/organization performing the testing: 01/06/2016
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-S2
Structure unique identifier: RW 1595
Structure name: RW 1613 SET 2
The fabricator/manufacturer/facility name: NATIONAL READY

Material Information

The concrete mix design number: S62578
The truck number from where the sample was collected: 349
The batch plant ticket number from where the sample was collected: 190311
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.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2015-12-31-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/07/2016
Date Tested: 01/07/2016
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 5.99 in
Average diameter of cylinder 2 5.99 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 1790 psi
Maximum load on cylinder 1 50200 lb
Maximum load on cylinder 2 50460 lb
Compressive strength of cylinder 1 1781.4 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 1790.6 psi
Type of fracture pattern of cylinder 2 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 no data
Age of specimen 7 days
Age of specimen in hours no data

Test 2 of 3

DIME Test ID: 2015-12-31-2-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/14/2016
Date Tested: 01/14/2016
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 5.99 in
Average diameter of cylinder 2 5.99 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 2470 psi
Maximum load on cylinder 1 67100 lb
Maximum load on cylinder 2 72040 lb
Compressive strength of cylinder 1 2381.1 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 2556.4 psi
Type of fracture pattern of cylinder 2 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 no data
Age of specimen 14 days
Age of specimen in hours no data

Test 3 of 3

DIME Test ID: 2015-12-31-2-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/28/2016
Date Tested: 01/28/2016
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
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) 3540 psi
Maximum load on cylinder 1 100380 lb
Maximum load on cylinder 2 98360 lb
Compressive strength of cylinder 1 3573.5 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3501.6 psi
Type of fracture pattern of cylinder 2 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 no data
Age of specimen 28 days
Age of specimen in hours no data