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Testing Report for 2015-08-07-3-2

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

Project Information

DEA: 08336304
EFIS: 0800000608
Project ID: 209553
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-38-26.3/26.8
Work Description: BRIDGE DECK REPLACEMENT
Location Description: SAN BERNARDINO COUNTY NEAR BARTON FLATS AT HATHAWAY CREEK BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Nhan Nguyen
Structure Rep.: Tim Flores

Sample Information

DIME Sample ID: 2015-08-07-3
TL Number from the TL Form: 2
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: 8/7/2015
Date that the sample was received by the laboratory/organization performing the testing: 8/10/2015
The quantity of what the sample constitutes: 6
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 906-2
Structure unique identifier: 08 SBD 38 26 3 26 8
Structure name: RTE 38 SB BRIDGE CONC BARRIER
The fabricator/manufacturer/facility name: JOB

Material Information

The concrete mix design number: C973395E
The truck number from where the sample was collected: 202
The batch plant ticket number from where the sample was collected: 2839
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: NP
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2015-08-07-3-2
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Date Tested: 8/21/2015
Verified Date: 8/21/2015
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: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength (to nearest 10 psi): 4120 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