Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2019-06-10-8
TL Number from the TL Form: 60
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: 06/10/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2019
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: 974-60
Structure unique identifier:
Structure name: 91WB / Ramp/Wall
The fabricator/manufacturer/facility name: robertsons
The concrete mix design number: SC590B39
The truck number from where the sample was collected: 1736
The batch plant ticket number from where the sample was collected: 4460637
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: SKANSKA AMES
A detailed description of where the material sample was collected: load 10
Where the material sample would have been placed if not sampled: 91WB Ramp Wall
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-06-10-8-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 06/27/2019
Date Tested: 06/24/2019
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
|
28.46 in^2
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
3880 psi
|
Average diameter of cylinder 1
|
6.02 in
|
Average diameter of cylinder 2
|
6.02 in
|
Compressive strength of cylinder 1
|
3821.2 psi
|
Compressive strength of cylinder 2
|
3937.1 psi
|
Maximum load on cylinder 1
|
108750 lb
|
Maximum load on cylinder 2
|
112050 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
|
DIME Test ID: 2019-06-10-8-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/15/2019
Date Tested: 07/08/2019
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
|
28.46 in^2
|
Cross sectional area of cylinder 2
|
28.56 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
4800 psi
|
Average diameter of cylinder 1
|
6.02 in
|
Average diameter of cylinder 2
|
6.03 in
|
Compressive strength of cylinder 1
|
4803.1 psi
|
Compressive strength of cylinder 2
|
4805.8 psi
|
Maximum load on cylinder 1
|
136695 lb
|
Maximum load on cylinder 2
|
137255 lb
|
Type of fracture pattern of cylinder 1
|
3
|
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
|
1
|
Age of specimen
|
28 days
|
DIME Test ID: 2019-06-10-8-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/22/2019
Date Tested: 07/22/2019
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
|
28.56 in^2
|
Cross sectional area of cylinder 2
|
28.56 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
5280 psi
|
Average diameter of cylinder 1
|
6.03 in
|
Average diameter of cylinder 2
|
6.03 in
|
Compressive strength of cylinder 1
|
5281.2 psi
|
Compressive strength of cylinder 2
|
5279.4 psi
|
Maximum load on cylinder 1
|
150830 lb
|
Maximum load on cylinder 2
|
150780 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
|
42 days
|