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Testing Report for 2015-07-07-4-2

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

Project Information

DEA: 07278204
EFIS: 0700000538
Project ID: 209356
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10,110,118,134,210,710-Var
Work Description: UPGRADE CURB RAMPS.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Moe Izadpanah
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2015-07-07-4
TL Number from the TL Form: 10001F
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 7/7/2015
Date that the sample was received by the laboratory/organization performing the testing: 7/10/2015
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 912-01F
Structure unique identifier: 53 1748
Structure name: Central Ave OC Curb Ramp on Bridge
The fabricator/manufacturer/facility name: Robertsons

Material Information

The concrete mix design number: SC590B38
The truck number from where the sample was collected: 4813181
The batch plant ticket number from where the sample was collected: 9700275
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Plant
A detailed description of where the material sample was collected: Truck
Where the material sample would have been placed if not sampled: South East corner Curb Ramp
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2015-07-07-4-2
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Date Tested: 8/4/2015
Verified Date: 8/12/2015
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email:
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: 28.27 in^2
Compressive strength (to nearest 10 psi): 3790 psi
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 28 days