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Testing Report for 2016-06-27-5-1

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

Project Information

DEA: 07276004
EFIS: 0712000100
Project ID: 210543
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-14.1/21.1
Work Description: BUILD TREATMENT BMP AND MVP.
Location Description: VENTURA COUNTY IN CAMARILLO AND OXNARD AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF CARMAN DRIVE OVERCROSSING TO ROSE AVENUE OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Scott Sylvan
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2016-06-27-5
TL Number from the TL Form: Unknown
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: 6/27/2016
Date that the sample was received by the laboratory/organization performing the testing: 6/30/2016
The quantity of what the sample constitutes: 2
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Associated

Material Information

The concrete mix design number: 557237
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Site
Where the material sample would have been placed if not sampled: Footing Step 1 to 7
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2016-06-27-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 7/4/2016
Verified Date: 7/5/2016
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

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): 3150 psi
Maximum load on cylinder 1: 88230 lb
Maximum load on cylinder 2: 89310 lb
Compressive strength of cylinder 1: 3121.0 psi
Type of fracture pattern of cylinder 1: 3
Compressive strength of cylinder 2: 3169.3 psi
Type of fracture pattern of cylinder 2: 3
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: no data
Age of specimen: 7 days
Age of specimen in hours: no data