Sample Record for 2016-03-09-2
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: 2016-03-09-2
TL Number from the TL Form: SRL 147
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: 03/09/2016
Date that the sample was received by the laboratory/organization performing the testing: 03/11/2016
The quantity of what the sample constitutes: 6
A brief description of the sample: Concrete Cylinder 6 x 12
From where was the sample collected: Job Site
Laboratory sample identification: 888-SRL147
Structure unique identifier: Unknown
Structure name: Unknown
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: 215
The batch plant ticket number from where the sample was collected: 118042678
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Plant
A detailed description of where the material sample was collected: BAck of the truck
Where the material sample would have been placed if not sampled: MSE 203B
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 3
DIME Test ID: 2016-03-09-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/24/2016
Date Tested: 03/23/2016
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: 9098293029
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)
|
4350 psi
|
Maximum load on cylinder 1
|
121150 lb
|
Maximum load on cylinder 2
|
122410 lb
|
Compressive strength of cylinder 1
|
4328.3 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
4373.3 psi
|
Type of fracture pattern of cylinder 2
|
1
|
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: 2016-03-09-2-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/30/2016
Date Tested: 03/30/2016
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: 9098293029
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
|
5.99 in
|
Average diameter of cylinder 2
|
5.99 in
|
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)
|
4650 psi
|
Maximum load on cylinder 1
|
132020 lb
|
Maximum load on cylinder 2
|
130330 lb
|
Compressive strength of cylinder 1
|
4684.9 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
4624.9 psi
|
Type of fracture pattern of cylinder 2
|
2
|
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: 2016-03-09-2-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/06/2016
Date Tested: 04/06/2016
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: 9098293029
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
|
5.99 in
|
Average diameter of cylinder 2
|
5.99 in
|
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)
|
5010 psi
|
Maximum load on cylinder 1
|
139780 lb
|
Maximum load on cylinder 2
|
142370 lb
|
Compressive strength of cylinder 1
|
4960.3 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
5052.2 psi
|
Type of fracture pattern of cylinder 2
|
1
|
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
|