Sample Record for 2016-01-12-3
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: 2016-01-12-3
TL Number from the TL Form: SRL 134
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: 01/12/2016
Date that the sample was received by the laboratory/organization performing the testing: 01/15/2016
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: 888-SRL134
Structure unique identifier: 91 CIP
Structure name: BR 27 HING TOP
The fabricator/manufacturer/facility name: Holliday Rock
Material Information
The concrete mix design number: CM 5935
The truck number from where the sample was collected: 314
The batch plant ticket number from where the sample was collected: 118040025
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LOAD 1
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 3
DIME Test ID: 2016-01-12-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/26/2016
Date Tested: 01/26/2016
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: (909) 829-3029
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
|
5.97 in
|
Average diameter of cylinder 2
|
5.97 in
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
Compressive strength (to nearest 10 psi)
|
6460 psi
|
Maximum load on cylinder 1
|
182860 lb
|
Maximum load on cylinder 2
|
178910 lb
|
Compressive strength of cylinder 1
|
6533.0 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
6391.9 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
|
14 days
|
Age of specimen in hours
|
no data
|
Test 2 of 3
DIME Test ID: 2016-01-12-3-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/02/2016
Date Tested: 02/02/2016
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: (909) 829-3029
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
|
5.97 in
|
Average diameter of cylinder 2
|
5.97 in
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
Compressive strength (to nearest 10 psi)
|
6960 psi
|
Maximum load on cylinder 1
|
194480 lb
|
Maximum load on cylinder 2
|
195300 lb
|
Compressive strength of cylinder 1
|
6948.2 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
6977.5 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
|
21 days
|
Age of specimen in hours
|
no data
|
Test 3 of 3
DIME Test ID: 2016-01-12-3-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/09/2016
Date Tested: 02/09/2016
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: (909) 829-3029
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
|
5.97 in
|
Average diameter of cylinder 2
|
5.97 in
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
Compressive strength (to nearest 10 psi)
|
7410 psi
|
Maximum load on cylinder 1
|
204550 lb
|
Maximum load on cylinder 2
|
210320 lb
|
Compressive strength of cylinder 1
|
7308.0 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
7514.1 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
|