Print Report | Back to Sample Detail

Sample Record for 2015-07-02-5

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

Project Information

Project ID: 209217 DEA: 080F5404 EFIS: 0800000136 COOP: 081468 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-91,15-0.0/13.04, 35.64/45.14
Work Description: SR-91 Corridor Improvement Project: Develop approx. 8 miles of tolled express lanes and related improvements within SR 91 between the Riverside/Orange County line and I-15, including transition areas.
Location Description: 08-RIV-91-0.0/13.04; 12-ORA-91-R14.43/R18.91; 08-RIV-15-35.64/45.14
Contractor Name: Atkinson Walsh, Joint Venture
Contractor Address: 905 E 3rd St, Corona, CA 92879
Resident Engineer: Salim Khalil Structure Rep.: Alex Angha

Sample Information

DIME Sample ID: 2015-07-02-5
TL Number from the TL Form: SRL 67
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: 07/02/2015
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2015
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: 888-SRL67
Structure unique identifier: Unknown
Structure name: BR 14 Stem and Soffit
The fabricator/manufacturer/facility name: Holliday Rock Chino

Material Information

The concrete mix design number: CM5634
The truck number from where the sample was collected: 645
The batch plant ticket number from where the sample was collected: 118028611
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Planty
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled: BR 14 Stem and Soffit
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2015-07-02-5-1
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/12/2015
Date Tested: 07/30/2015
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:
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) 5040 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

Test 2 of 2

DIME Test ID: 2015-07-02-5-2
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/13/2015
Date Tested: 08/13/2015
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:
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 5860 psi
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 42 days

Tests Assigned to this Sample

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