Sample Record for 2015-12-04-1
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: 2015-12-04-1
TL Number from the TL Form: SRL 122
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: 12/04/2015
Date that the sample was received by the laboratory/organization performing the testing: 12/07/2015
The quantity of what the sample constitutes: 10
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 888-22
Structure unique identifier: 91 CIP
Structure name: BR27 DECK POUR4
The fabricator/manufacturer/facility name: HOLLIDAY
Material Information
The concrete mix design number: CM5642
The truck number from where the sample was collected: 601
The batch plant ticket number from where the sample was collected: 118038413
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LOAD 14
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 5
DIME Test ID: 2015-12-04-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/11/2015
Date Tested: 12/11/2015
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:
|
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)
|
4420 psi
|
|
Maximum load on cylinder 1
|
122580 lb
|
|
Maximum load on cylinder 2
|
126680 lb
|
|
Compressive strength of cylinder 1
|
4349.9 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
4495.4 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
|
7 days
|
|
Age of specimen in hours
|
no data
|
Test 2 of 5
DIME Test ID: 2015-12-04-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/14/2015
Date Tested: 12/13/2015
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:
|
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)
|
4810 psi
|
|
Maximum load on cylinder 1
|
137940 lb
|
|
Maximum load on cylinder 2
|
133060 lb
|
|
Compressive strength of cylinder 1
|
4895.0 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
4721.8 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
|
9 days
|
|
Age of specimen in hours
|
no data
|
Test 3 of 5
DIME Test ID: 2015-12-04-1-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/18/2015
Date Tested: 12/18/2015
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:
|
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)
|
4980 psi
|
|
Maximum load on cylinder 1
|
140020 lb
|
|
Maximum load on cylinder 2
|
140380 lb
|
|
Compressive strength of cylinder 1
|
4968.8 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
4981.5 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 4 of 5
DIME Test ID: 2015-12-04-1-4
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/28/2015
Date Tested: 12/28/2015
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:
|
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)
|
5610 psi
|
|
Maximum load on cylinder 1
|
155460 lb
|
|
Maximum load on cylinder 2
|
160850 lb
|
|
Compressive strength of cylinder 1
|
5516.7 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
5707.9 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
|
24 days
|
|
Age of specimen in hours
|
no data
|
Test 5 of 5
DIME Test ID: 2015-12-04-1-5
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/04/2016
Date Tested: 01/01/2016
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)
|
5890 psi
|
|
Maximum load on cylinder 1
|
167930 lb
|
|
Maximum load on cylinder 2
|
164220 lb
|
|
Compressive strength of cylinder 1
|
5959.2 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
5827.5 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
|
31 days
|
|
Age of specimen in hours
|
no data
|
