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Testing Report for 2018-03-06-14-2

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

Project Information

Project ID: 212363 DEA: 07333404 EFIS: 0716000306 QA Service Level: 1
DIST-CO-RTE-PM: 07---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: James Riley Structure Rep.: Lotfi, Frank

Sample Information

DIME Sample ID: 2018-03-06-14
TL Number from the TL Form: 1
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: 03/06/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/05/2018
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: 977-1
Structure unique identifier: SHORING WALL PILES NUMBER 2 TO 14 EVEN
Structure name: SHORING WALL PILES NUMBER 2 TO 14 EVEN
The fabricator/manufacturer/facility name: Associate Ready Mix

Material Information

The concrete mix design number: 55336
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 5818187
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: OXNARD PLANT
A detailed description of where the material sample was collected: SHORING WALL PILES NUMBER 2 TO 14 EVEN
Where the material sample would have been placed if not sampled: SHORING WALL PILES NUMBER 2 TO 14 EVEN
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2018-03-06-14-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/05/2018
Date Tested: 04/05/2018
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:
Additional Comments When Verified :

Submitted Test Results

Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 5.99 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 3770 psi
Maximum load on cylinder 1 106630 lb
Maximum load on cylinder 2 106160 lb
Compressive strength of cylinder 1 3771.8 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3767.2 psi
Type of fracture pattern of cylinder 2 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Age of specimen 42 days
Age of specimen in hours no data