Sample Record for 2018-04-04-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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, WESTLAKE VILLAGE, CA 91361
Resident Engineer: George Saker Structure Rep.: Danny Lalonde
Sample Information
DIME Sample ID: 2018-04-04-2
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
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
The fabricator/manufacturer/facility name: Oldcastle, Perris
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 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
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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
|
6.00 in
|
Average diameter of cylinder 2
|
6.01 in
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Cross sectional area of cylinder 1
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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
|