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Sample Record for 2020-03-02-5

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

Project Information

Project ID: 213551 DEA: 080K2934 EFIS: 0812000100 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-R36.8/R39.2
Work Description: PAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
Location Description: SAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING
Contractor Name: Coffman Specialties
Contractor Address: 9685 Via Excelencia, San Diego, CA 92126
Resident Engineer: Ezz Gayed Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-03-02-5
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: (951) 840-8328
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 03/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/03/2020
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: 15A1, 15A2, 15B1, 15B2
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Coffman Specialties, Inc

Material Information

The concrete mix design number: 1810-2
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: On Job Site at Concrete Truck
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: 2020-03-02-5-1
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Verified Date: 03/16/2020
Date Tested: 03/12/2020
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: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance:
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 490 psi

Test 2 of 4

DIME Test ID: 2020-03-02-5-2
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Verified Date: 03/16/2020
Date Tested: 03/12/2020
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: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance:
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: 2020-03-02-5-3
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Verified Date: 03/31/2020
Date Tested: 03/31/2020
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: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
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 640 psi

Test 4 of 4

DIME Test ID: 2020-03-02-5-4
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Verified Date: 03/31/2020
Date Tested: 03/31/2020
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: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
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 660 psi