Sample Record for 2019-03-05-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-34.7/51.6
Work Description: (Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location Description: Riverside County and SBD-15-0.0/1.3
Contractor Name: Skanska-Ames, Joint Venture
Contractor Address: 1801 California Avenue, Corona, CA 92881
Resident Engineer: Roy Fisher (reports) Structure Rep.: Roy Fisher
Sample Information
DIME Sample ID: 2019-03-05-4
TL Number from the TL Form: 34
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: 03/05/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/07/2019
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 974-34
Structure unique identifier: MEDIAN WIDENING
Structure name: MEDIAN WIDENING
The fabricator/manufacturer/facility name: robertsons
Material Information
The concrete mix design number: sc590b39
The truck number from where the sample was collected: 1428
The batch plant ticket number from where the sample was collected: 4292232
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: skanka ames
A detailed description of where the material sample was collected: load 9
Where the material sample would have been placed if not sampled: MEDIAN WIDENING
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 4
DIME Test ID: 2019-03-05-4-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 03/20/2019
Date Tested: 03/19/2019
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
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
3720 psi
|
Average diameter of cylinder 1
|
6.00 in
|
Average diameter of cylinder 2
|
6.00 in
|
Compressive strength of cylinder 1
|
3655.8 psi
|
Compressive strength of cylinder 2
|
3774.2 psi
|
Maximum load on cylinder 1
|
103350 lb
|
Maximum load on cylinder 2
|
106697 lb
|
Type of fracture pattern of cylinder 1
|
1
|
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
|
1
|
Age of specimen
|
14 days
|
Test 2 of 4
DIME Test ID: 2019-03-05-4-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 04/05/2019
Date Tested: 03/26/2019
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
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
4160 psi
|
Average diameter of cylinder 1
|
5.99 in
|
Average diameter of cylinder 2
|
5.99 in
|
Compressive strength of cylinder 1
|
4125.6 psi
|
Compressive strength of cylinder 2
|
4201.2 psi
|
Maximum load on cylinder 1
|
116260 lb
|
Maximum load on cylinder 2
|
118390 lb
|
Type of fracture pattern of cylinder 1
|
4
|
Type of fracture pattern of cylinder 2
|
4
|
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
|
1
|
Age of specimen
|
21 days
|
Test 3 of 4
DIME Test ID: 2019-03-05-4-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
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: 213-792-4794
This test has been superseded on 04/05/2019.
Reason: corrected
Test 4 of 4
DIME Test ID: 2019-03-05-4-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 04/05/2019
Date Tested: 04/02/2019
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
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
4460 psi
|
Average diameter of cylinder 1
|
5.97 in
|
Average diameter of cylinder 2
|
5.97 in
|
Compressive strength of cylinder 1
|
4589.1 psi
|
Compressive strength of cylinder 2
|
4340.1 psi
|
Maximum load on cylinder 1
|
128450 lb
|
Maximum load on cylinder 2
|
121480 lb
|
Type of fracture pattern of cylinder 1
|
1
|
Type of fracture pattern of cylinder 2
|
4
|
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
|
1
|
Age of specimen
|
28 days
|