Sample Record for 2017-12-16-1
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: 2017-12-16-1
TL Number from the TL Form: SRL405
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: 12/16/2017
Date that the sample was received by the laboratory/organization performing the testing: 12/16/2017
The quantity of what the sample constitutes: 6
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 888-SRL405
Structure unique identifier: 91CIP
Structure name: 91 WB AT MAIN ST ON RAMP
The fabricator/manufacturer/facility name: Holliday Rock Chino
Material Information
The concrete mix design number: CM4261
The truck number from where the sample was collected: 684
The batch plant ticket number from where the sample was collected: 118066962
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: NP
Where the material sample would have been placed if not sampled: 91 WB AT MAIN ST ON RAMP
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2017-12-16-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/21/2017
Date Tested: 12/19/2017
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: PLEASE NOTE THIS IS 10 HOUR BREAK
DIME IS NOT ALLOWING TO INPUT CYLINDER AGE AS HOURS
Test Result Compliance:
Additional Comments When Verified:
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Unit system used?
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US Units
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Number of specimens
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2
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Test performed
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With no density determined
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Capped in accordance with?
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ASTM C617/CTM521
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Average diameter of cylinder 1
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6.01 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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28.37 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)
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3680 psi
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Maximum load on cylinder 1
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103560 lb
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Maximum load on cylinder 2
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104970 lb
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Compressive strength of cylinder 1
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3650.3 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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3700.0 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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1 days
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Age of specimen in hours
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no data
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Test 2 of 2
DIME Test ID: 2017-12-16-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/26/2017
Date Tested: 12/26/2017
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
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4
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|
Test performed
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With no density determined
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Capped in accordance with?
|
ASTM C617/CTM521
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|
Average diameter of cylinder 1
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6.01 in
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Average diameter of cylinder 2
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6.00 in
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Average diameter of cylinder 3
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6.00 in
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Average diameter of cylinder 4
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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
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28.27 in^2
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Cross sectional area of cylinder 3
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28.27 in^2
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Cross sectional area of cylinder 4
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28.37 in^2
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Compressive strength (to nearest 10 psi)
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7920 psi
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Maximum load on cylinder 1
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231090 lb
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Maximum load on cylinder 2
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220160 lb
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Maximum load on cylinder 3
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220020 lb
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Maximum load on cylinder 4
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226040 lb
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Compressive strength of cylinder 1
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8145.6 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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7787.8 psi
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Compressive strength of cylinder 3
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7782.8 psi
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Compressive strength of cylinder 4
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7967.6 psi
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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3
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Type of fracture pattern of cylinder 4
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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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Correction factor for cylinder 3
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1
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Correction factor for cylinder 4
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1
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Age of specimen
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10 days
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Age of specimen in hours
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no data
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