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

Sample Record for 2018-04-04-2


Project Information

Project ID: 211260 DEA: 072159U4 EFIS: 0715000160 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,ORA-5-0.0/1.5, 44.3/44.4
Work Description: CONSTRUCT HOV LANES AND MIX FLOW LANES.
Location Description: LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
Contractor Name: SECURITY PAVING COMPANY, INC. Contractor Address: 3075 TOWNSGATE RD. SUITE 200
Resident Engineer: George Saker Structure Rep.: Lalonde, Danny

Sample Information

DIME Sample ID: 2018-04-04-2
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/04/2018
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 16 CY in slab E3 F3 and J3
A brief description of the sample: Two 6 X 12 Concrete Cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier: Bridge No 53C2194
Structure name: Firestone Blvd

Material Information

The concrete mix design number: UV-273-1
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 57717
Concrete batch plant: Onsite OCP Perris
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Casting Bed A4
Where the material sample would have been placed if not sampled: Voided Slabs E3 F3 and J3
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2018-04-04-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/11/2018
Date Tested: 04/11/2018
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
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
Compressive strength (to nearest 10 psi) 7560 psi
Maximum load on cylinder 1 212320 lb
Maximum load on cylinder 2 215880 lb
Compressive strength of cylinder 1 7510.4 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 7609.4 psi
Type of fracture pattern of cylinder 2 3
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 1
Age of specimen 7 days
Age of specimen in hours no data