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Sample Record for 2019-03-13-9

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

Project Information

Project ID: 212910 DEA: 080K2914 EFIS: 0812000098 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-30.9/33.3
Work Description: LANE REPLACEMENT
Location Description: SAN BERNARDINO COUNTY IN REDLANDS FROM ORANGE STREET UNDERCROSSING TO REDLANDS BLVD OFF-RAMP UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Nick Truong Structure Rep.: Ali El-Zaynab

Sample Information

DIME Sample ID: 2019-03-13-9
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9512323690
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 03/13/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/14/2019
The quantity of what the sample constitutes: 3
A brief description of the sample: Concrete beams
From where was the sample collected: Job Site
Laboratory sample identification: 34RA, 34RB, 34RC
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Cemex Redlands

Material Information

The concrete mix design number: 1555211
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 on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2019-03-13-9-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 03/27/2019
Date Tested: 03/26/2019
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:
Number of specimens 1
Does the testing machine measure load or stress on the beam specimen? Load
Fracture initiates in the tension surface Within the Middle Third of the Span Length
Fracture occurred at a capped section No
Is a beam dimensional correction factor used? No
Age of specimen 13 days
Modulus of rupture 870 psi

Test 2 of 3

DIME Test ID: 2019-03-13-9-2
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 03/27/2019
Date Tested: 03/26/2019
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:
Number of specimens 1
Does the testing machine measure load or stress on the beam specimen? Load
Fracture initiates in the tension surface Within the Middle Third of the Span Length
Fracture occurred at a capped section No
Is a beam dimensional correction factor used? No
Age of specimen 13 days
Modulus of rupture 870 psi

Test 3 of 3

DIME Test ID: 2019-03-13-9-3
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 03/27/2019
Date Tested: 03/26/2019
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:
Number of specimens 1
Does the testing machine measure load or stress on the beam specimen? Load
Fracture initiates in the tension surface Within the Middle Third of the Span Length
Fracture occurred at a capped section No
Is a beam dimensional correction factor used? No
Age of specimen 13 days
Modulus of rupture 780 psi