Sample Record for 2015-05-05-2
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: 1785 Sampson Ave, Corona, CA 92879
Resident Engineer: Richard Hebert Structure Rep.: Cyrus Shahinpar
Sample Information
DIME Sample ID: 2015-05-05-2
TL Number from the TL Form: SRL 46
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 05/05/2015
Date that the sample was received by the laboratory/organization performing the testing: 05/08/2015
The quantity of what the sample constitutes: 8
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 888-SRL46
Structure unique identifier: 91 CIP
Structure name: BR4 DECK POUR
The fabricator/manufacturer/facility name: JOB
Material Information
The concrete mix design number: CM5639
The truck number from where the sample was collected: MS 311
The batch plant ticket number from where the sample was collected: 11802393
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2015-05-05-2-1
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/12/2015
Date Tested: 05/12/2015
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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)
|
3840 psi
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Age of specimen
|
7 days
|
Test 2 of 3
DIME Test ID: 2015-05-05-2-2
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/19/2015
Date Tested: 05/19/2015
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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)
|
4360 psi
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Age of specimen
|
14 days
|
Test 3 of 3
DIME Test ID: 2015-05-05-2-3
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/02/2015
Date Tested: 06/02/2015
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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)
|
4930 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
|
Tests Assigned to this Sample
DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
2015-05-05-2-4 | CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders | 05/08/2015 | 06/16/2015 | Matthew Clayton | CT D08 - Fontana Southern Regional Laboratory | 42 DAY | |
1898