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Testing Report for 2021-04-23-13-9

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

Project Information

DEA: 081C38U4
EFIS: 0817000196
Project ID: 213707
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-6.7/R25.1
Work Description: Remove concrete pavement and base, and place HMA and JPCP
Location Description: ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Elvira Lenart
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-04-23-13
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: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 4/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 4/24/2021
The quantity of what the sample constitutes: 4 Beams
A brief description of the sample: JPCP beams
From where was the sample collected: Job Site
Laboratory sample identification: 54JA1, 54JA2, 54JB1, 54JB2
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Coffman Specialties, Inc

Material Information

The concrete mix design number: 1906-2
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: TT
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
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:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-04-23-13-9
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Date Tested: 5/21/2021
Verified Date: 5/24/2021
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria St,
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 :

Submitted Test Results

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: 700 psi