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Testing Report for 2019-03-13-11-3

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

Project Information

DEA: 080K2914
EFIS: 0812000098
Project ID: 212910
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-30.9/33.3
Work Description: LANE REPLACEMENT
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Nick Truong
Structure Rep.: Ali El-Zaynab

Sample Information

DIME Sample ID: 2019-03-13-11
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: 3/13/2019
Date that the sample was received by the laboratory/organization performing the testing: 3/14/2019
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: 35RA, 35RB, 35RC
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 Information

DIME Test ID: 2019-03-13-11-3
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Date Tested: 3/26/2019
Verified Date: 3/29/2019
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:
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Number of specimens: 1
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Fracture occurred at a capped section: No
Modulus of rupture: 900 psi