Sample Record for 2016-10-19-7
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: 2016-10-19-7
TL Number from the TL Form: SRL340
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: 10/19/2016
Date that the sample was received by the laboratory/organization performing the testing: 10/21/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 888-SRL340
Structure unique identifier: NP
Structure name: Unknown
The fabricator/manufacturer/facility name: Holliday Rock Chino
Material Information
The concrete mix design number: CM 5634
The truck number from where the sample was collected: 196
The batch plant ticket number from where the sample was collected: 118087669
Concrete batch plant: NP
The fabricator/manufacturer designation for the sample: NP
A detailed description of where the material sample was collected: LOAD 2
Where the material sample would have been placed if not sampled: BR 26 BENT 15 COLUMNS
From Lot No.: NP
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2016-10-19-7-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/03/2016
Date Tested: 11/02/2016
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: 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
|
6.01 in
|
Average diameter of cylinder 2
|
6.01 in
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
Compressive strength (to nearest 10 psi)
|
5100 psi
|
Maximum load on cylinder 1
|
144740 lb
|
Maximum load on cylinder 2
|
144440 lb
|
Compressive strength of cylinder 1
|
5101.9 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
5091.3 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
|
14 days
|
Age of specimen in hours
|
no data
|
Test 2 of 2
DIME Test ID: 2016-10-19-7-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/18/2016
Date Tested: 11/16/2016
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
|
6.02 in
|
Average diameter of cylinder 2
|
6.01 in
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
Compressive strength (to nearest 10 psi)
|
5830 psi
|
Maximum load on cylinder 1
|
166970 lb
|
Maximum load on cylinder 2
|
164270 lb
|
Compressive strength of cylinder 1
|
5866.8 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
5790.3 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
|