Print Report | Back to Sample Detail

Sample Record for 2016-01-15-3

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: 2016-01-15-3
TL Number from the TL Form: A1B2C3
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 01/15/2016
Date that the sample was received by the laboratory/organization performing the testing: 01/22/2016
The quantity of what the sample constitutes: 6
A brief description of the sample: Concrete 6 x 12 Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 889-2C3
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: National Ready Mix Concrete Company

Material Information

The concrete mix design number: S62578
The truck number from where the sample was collected: 470
The batch plant ticket number from where the sample was collected: 190621
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Batch plant
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled: RW 1613
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 3

DIME Test ID: 2016-01-15-3-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 01/22/2016
Date Tested: 01/22/2016
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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 28.18 in^2
Cross sectional area of cylinder 2 28.18 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 2450 psi
Average diameter of cylinder 1 5.99 in
Average diameter of cylinder 2 5.99 in
Compressive strength of cylinder 1 2450.3 psi
Compressive strength of cylinder 2 2452.8 psi
Maximum load on cylinder 1 69050 lb
Maximum load on cylinder 2 69120 lb
Type of fracture pattern of cylinder 1 1
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 7 days

Test 2 of 3

DIME Test ID: 2016-01-15-3-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 01/29/2016
Date Tested: 01/29/2016
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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 28.09 in^2
Cross sectional area of cylinder 2 28.09 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 2970 psi
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.98 in
Compressive strength of cylinder 1 3038.4 psi
Compressive strength of cylinder 2 2907.8 psi
Maximum load on cylinder 1 85350 lb
Maximum load on cylinder 2 81680 lb
Type of fracture pattern of cylinder 1 2
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 14 days

Test 3 of 3

DIME Test ID: 2016-01-15-3-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 02/12/2016
Date Tested: 02/12/2016
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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 28.18 in^2
Cross sectional area of cylinder 2 28.18 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 4020 psi
Average diameter of cylinder 1 5.99 in
Average diameter of cylinder 2 5.99 in
Compressive strength of cylinder 1 4099.7 psi
Compressive strength of cylinder 2 3945.0 psi
Maximum load on cylinder 1 115530 lb
Maximum load on cylinder 2 111170 lb
Type of fracture pattern of cylinder 1 4
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

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.