Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209681 DEA: 080J9304 EFIS: 0800020192
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-147.6
Work Description: BRIDGE REHABILITATION
Location Description: SAN BERNARDINO COUNTY NEAR BAKER AT HALLORAN WASH BRIDGE.
Contractor Name: AUTOBAHN CONSTRUCTION
Contractor Address: 933 N Batavia St, , Orange, CA 92867
Resident Engineer: John F Santos Structure Rep.: Ahmad Ankir
DIME Sample ID: 2015-05-06-2
TL Number from the TL Form: 081417
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: 05/06/2015
Date that the sample was received by the laboratory/organization performing the testing: 05/08/2015
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: 904-17
Structure unique identifier: HALLORAN WASH BRIDGE
Structure name: BENT 3 FOOTINGS RT
The fabricator/manufacturer/facility name: JOB
The concrete mix design number: SC590B38
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: Unknown
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2015-05-06-2-2
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/20/2015
Date Tested: 05/16/2015
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
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3190 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: 2015-05-06-2-3
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/20/2015
Date Tested: 05/20/2015
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)
|
3670 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
|
DIME Test ID: 2015-05-06-2-4
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/13/2015
Date Tested: 05/13/2015
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)
|
2820 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
|
