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Sample Record for 2016-05-26-8

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

Project Information

Project ID: 209019 DEA: 071952U4 EFIS: 0700000201 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-23,101-3.3/3.8,R0.1/R4.5
Work Description: WIDEN FREEWAY AND RAMPS AND RECONSTRUCT MEDIAN.
Location Description: VENTURA COUNTY IN THOUSAND OAKS ON ROUTE 101 FROM 0.6 MILE SOUTH OF WESTLAKE BOULEVARD OVERCROSSING TO 0.4 MILE NORTH OF MOORPARK ROAD UNDERCROSSING AND ON ROUTE 23 FROM ROUTE 101 TO 0.1 MILE NORTH OF HILLCREST DRIVE UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Alfred Ira Structure Rep.: Rahim Ranjkesh

Sample Information

DIME Sample ID: 2016-05-26-8
TL Number from the TL Form: 193653
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: 05/26/2016
Date that the sample was received by the laboratory/organization performing the testing: 06/01/2016
The quantity of what the sample constitutes: 2
A brief description of the sample: Concrete Cylinders 6 x 12
From where was the sample collected: Job Site
Laboratory sample identification: 876-53
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: NOT PROVIDED

Material Information

The concrete mix design number: S72019
The truck number from where the sample was collected: NOT PROVIDED
The batch plant ticket number from where the sample was collected: NOT PROVIDED
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: NOT PROVIDED
A detailed description of where the material sample was collected: LOAD 2
Where the material sample would have been placed if not sampled: SIGN B SHOULDER PILE
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2016-05-26-8-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/23/2016
Date Tested: 06/23/2016
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:
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 6.01 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 4800 psi
Maximum load on cylinder 1 134400 lb
Maximum load on cylinder 2 137870 lb
Compressive strength of cylinder 1 4737.4 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4859.7 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 28 days
Age of specimen in hours no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.