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Sample Record for 2020-02-11-21

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

Project Information

Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-34.7/51.6
Work Description: (Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location Description: Riverside County and SBD-15-0.0/1.3
Contractor Name: Skanska-Ames, Joint Venture
Contractor Address: 1801 California Avenue, Corona, CA 92881
Resident Engineer: Roy Fisher (reports) Structure Rep.: Roy Fisher

Sample Information

DIME Sample ID: 2020-02-11-21
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9512323690
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 02/11/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/12/2020
The quantity of what the sample constitutes: 4 Beams
A brief description of the sample: concrete beams
From where was the sample collected: Job Site
Laboratory sample identification: 42A1, 42A2, 42B1, 42B2
Structure unique identifier: 33-paving
Structure name: Unknown
The fabricator/manufacturer/facility name: security paving Corona

Material Information

The concrete mix design number: G3-18-PCC-135
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: tt1
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 4

DIME Test ID: 2020-02-11-21-1
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Verified Date: 02/26/2020
Date Tested: 02/21/2020
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What test method is being used? Third-Point Loading
Fracture initiates in the tension surface Within the Middle Third of the Span Length
Modulus of rupture 550 psi

Test 2 of 4

DIME Test ID: 2020-02-11-21-2
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Verified Date: 02/26/2020
Date Tested: 02/21/2020
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What test method is being used? Third-Point Loading
Fracture initiates in the tension surface Within the Middle Third of the Span Length
Modulus of rupture 530 psi

Test 3 of 4

DIME Test ID: 2020-02-11-21-3
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Verified Date: 03/12/2020
Date Tested: 03/10/2020
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What test method is being used? Third-Point Loading
Fracture initiates in the tension surface Within the Middle Third of the Span Length
Modulus of rupture 630 psi

Test 4 of 4

DIME Test ID: 2020-02-11-21-4
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Verified Date: 03/12/2020
Date Tested: 03/10/2020
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What test method is being used? Third-Point Loading
Fracture initiates in the tension surface Within the Middle Third of the Span Length
Modulus of rupture 630 psi