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: 2018-08-21-18
TL Number from the TL Form: 10
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: 08/21/2018
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2018
The quantity of what the sample constitutes: 8
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 974-10
Structure unique identifier: 2nd street bridge northside of the bridge
Structure name: 2nd street bridge northside of the bridge
The fabricator/manufacturer/facility name: ROBERTSON CORONA
The concrete mix design number: RRM18086
The truck number from where the sample was collected: 1653
The batch plant ticket number from where the sample was collected: 3923267
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: SKANSKA AMES
A detailed description of where the material sample was collected: load no 9
Where the material sample would have been placed if not sampled: 2nd street bridge northside of the bridge
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-08-21-18-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/05/2018
Date Tested: 08/28/2018
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: (909) 829-3029
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?
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ASTM C617/CTM521
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Average diameter of cylinder 1
|
6.02 in
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Average diameter of cylinder 2
|
6.03 in
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Cross sectional area of cylinder 1
|
28.46 in^2
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Cross sectional area of cylinder 2
|
28.56 in^2
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Compressive strength (to nearest 10 psi)
|
3700 psi
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Maximum load on cylinder 1
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104160 lb
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Maximum load on cylinder 2
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106860 lb
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Compressive strength of cylinder 1
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3659.9 psi
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|
Type of fracture pattern of cylinder 1
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4
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|
Compressive strength of cylinder 2
|
3741.6 psi
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|
Type of fracture pattern of cylinder 2
|
4
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
|
1
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Age of specimen
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7 days
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Age of specimen in hours
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no data
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DIME Test ID: 2018-08-21-18-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/05/2018
Date Tested: 09/04/2018
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: (909) 829-3029
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
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6.01 in
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Cross sectional area of cylinder 1
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28.37 in^2
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Cross sectional area of cylinder 2
|
28.37 in^2
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Compressive strength (to nearest 10 psi)
|
4070 psi
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|
Maximum load on cylinder 1
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118500 lb
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Maximum load on cylinder 2
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112470 lb
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Compressive strength of cylinder 1
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4176.9 psi
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|
Type of fracture pattern of cylinder 1
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4
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Compressive strength of cylinder 2
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3964.4 psi
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Type of fracture pattern of cylinder 2
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2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Age of specimen
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14 days
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Age of specimen in hours
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no data
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DIME Test ID: 2018-08-21-18-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/21/2018
Date Tested: 09/18/2018
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: (909) 829-3029
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
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6.03 in
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Average diameter of cylinder 2
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6.00 in
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Cross sectional area of cylinder 1
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28.56 in^2
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Cross sectional area of cylinder 2
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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4690 psi
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Maximum load on cylinder 1
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134880 lb
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Maximum load on cylinder 2
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131480 lb
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Compressive strength of cylinder 1
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4722.7 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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4650.9 psi
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Type of fracture pattern of cylinder 2
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2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Age of specimen
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28 days
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Age of specimen in hours
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no data
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DIME Test ID: 2018-08-21-18-4
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/03/2018
Date Tested: 10/02/2018
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: (909) 829-3029
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
|
5.98 in
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Average diameter of cylinder 2
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6.01 in
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Cross sectional area of cylinder 1
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28.09 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Compressive strength (to nearest 10 psi)
|
5080 psi
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Maximum load on cylinder 1
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142380 lb
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Maximum load on cylinder 2
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144640 lb
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Compressive strength of cylinder 1
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5068.7 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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5098.3 psi
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Type of fracture pattern of cylinder 2
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3
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Age of specimen
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42 days
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Age of specimen in hours
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no data
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