Print Report | Back to Test Summary

Testing Report for 2015-04-23-5-2

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

Project Information

DEA: 080J9304
EFIS: 0800020192
Project ID: 209681
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-147.6
Work Description: BRIDGE REHABILITATION
Location Description: SAN BERNARDINO COUNTY NEAR BAKER AT HALLORAN WASH BRIDGE.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: John F Santos
Structure Rep.: Ahmad Ankir

Sample Information

DIME Sample ID: 2015-04-23-5
TL Number from the TL Form: 081415
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 4/23/2015
Date that the sample was received by the laboratory/organization performing the testing: 4/27/2015
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 904-15
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Robertson Ready Mix

Material Information

The concrete mix design number: SC590B38
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: Unknown
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Unknown
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2015-04-23-5-2
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Date Tested: 5/7/2015
Verified Date: 5/7/2015
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 3050 psi
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 14 days