Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 7409 DEA: 07245403 EFIS: 0700000431
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-31.1/32.3
Work Description: Construct Connector between I-10 and I-605 (Design Build Project) LA-10-31.1/32.3, LA-605-R20.2/20.6
Location Description: 10 & 605 IC
Contractor Name: MCM Construction, Inc.
Contractor Address: 6413 32nd Street, North Highlands, CA 95660
Resident Engineer: Hassan Azima Structure Rep.: Ali EL-Zaynab
DIME Sample ID: 2015-05-19-2
TL Number from the TL Form: 60519
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 05/19/2015
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2015
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 854-19
Structure unique identifier: 10 AND 605 INTERCHANGE
Structure name: FRAME 3 DECK SPANS 10 AND 11
The fabricator/manufacturer/facility name: JOB
The concrete mix design number: S75133
The truck number from where the sample was collected: 405
The batch plant ticket number from where the sample was collected: 201498
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.:
DIME Test ID: 2015-05-19-2-1
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/29/2015
Date Tested: 05/29/2015
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)
|
4140 psi
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Age of specimen
|
10 days
|
DIME Test ID: 2015-05-19-2-2
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/30/2015
Date Tested: 06/16/2015
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)
|
5530 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
|
DIME Test ID: 2015-05-19-2-3
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/30/2015
Date Tested: 06/30/2015
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)
|
5970 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
|