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Sample Record for 2019-04-16-18

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: 2019-04-16-18
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: 04/16/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/17/2019
The quantity of what the sample constitutes: 3 beams
A brief description of the sample: concrete beams
From where was the sample collected: Job Site
Laboratory sample identification: 12RA, 12RB, 12RC
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: GL THROOP

Material Information

The concrete mix design number: 2010-007
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 jobsite 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: 2019-04-16-18-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 04/19/2019
Date Tested: 04/19/2019
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 3 days
Modulus of rupture 850 psi

Test 2 of 3

DIME Test ID: 2019-04-16-18-2
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 04/19/2019
Date Tested: 04/19/2019
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 3 days
Modulus of rupture 810 psi

Test 3 of 3

DIME Test ID: 2019-04-16-18-3
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 04/19/2019
Date Tested: 04/19/2019
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 3 days
Modulus of rupture 760 psi