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Testing Report for 2020-08-27-10-2

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

Project Information

DEA: 080C2514
EFIS: 0816000076
Project ID: 212112
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-0.0/13.2
Work Description: Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description: LA/SBD County Line to PM 13.2 near I-15
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Matt Antonelli
Structure Rep.: Faisal Zahlout

Sample Information

DIME Sample ID: 2020-08-27-10
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: 8/27/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 4
A brief description of the sample: QA Samples for Euclid Bridge
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name: Euclid Bridge
The fabricator/manufacturer/facility name: Confab Shafter

Material Information

The concrete mix design number: SCC-S9_8-10F
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2384
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Confab Shafter Yard
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2020-08-27-10-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 9/24/2020
Verified Date: 9/24/2020
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 :

Submitted Test Results

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: 6.00 in
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 8600 psi
Maximum load on cylinder 1: 244060 lb
Maximum load on cylinder 2: 242450 lb
Compressive strength of cylinder 1: 8633.2 psi
Type of fracture pattern of cylinder 1: 2
Compressive strength of cylinder 2: 8576.2 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: 1
Age of specimen: 28 days
Age of specimen in hours: no data