*Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Sample Record for 2014-07-02-8308352


Project Information

Project ID: 209141 DEA: 07215954 EFIS: 0700001835 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-0.0/7.6
Work Description: WIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES
Location Description: LOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605
Contractor Name: SECURITY PAVING COMPANY, INC. Contractor Address: 13170 TELFAIR AVENUE
Resident Engineer: Thang Ton Structure Rep.: Tsagie, Amare

Sample Information

DIME Sample ID: 2014-07-02-8308352
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Office of Structural Materials Field Laboratory
Sample Organization Contact: 7146885366
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 07/02/2014
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 4 cylinders
A brief description of the sample: structural concrete
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

The concrete mix design number: dfdfgd
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 12345677
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: The hopper of the concrete pump
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2014-07-02-8308352-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/02/2014
Date Tested: 07/02/2014
Submitted By Organization: CT HQ - Sacramento Office of Structural Materials Field Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
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 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 12230 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 8295.0 psi
Compressive strength of cylinder 2 16158.1 psi
Maximum load on cylinder 1 234500 lb
Maximum load on cylinder 2 456789 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 4
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