Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211819 DEA: 080G7704 EFIS: 0814000175
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-0.00/41.80
Work Description: INSTALL TMS FIELD ELEMENTS
Location Description: RIVERSIDE COUNTY FROM SAN DIEGO COUNTY LINE TO 1.0 MILE NORTH OF ROUTE 15 / 91 SEPARATION
Contractor Name: DYNALECTRIC
Contractor Address: 4462 Corporate Center Dr., Los Alamitos, CA 90720
Resident Engineer: Inderjeet Harika Structure Rep.: Arnel Vega
DIME Sample ID: 2018-02-12-3
TL Number from the TL Form: 20180212
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: 02/12/2018
Date that the sample was received by the laboratory/organization performing the testing: 02/14/2018
The quantity of what the sample constitutes: 4
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 973-212
Structure unique identifier: STA F 1069 30
Structure name: Unknown
The fabricator/manufacturer/facility name: ROBERTSONS
The concrete mix design number: SC590B38
The truck number from where the sample was collected: 1946
The batch plant ticket number from where the sample was collected: 3370914
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TAIL
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-02-12-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/20/2018
Date Tested: 02/20/2018
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
|
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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6.02 in
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Average diameter of cylinder 2
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6.02 in
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Cross sectional area of cylinder 1
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28.46 in^2
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Cross sectional area of cylinder 2
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28.46 in^2
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Compressive strength (to nearest 10 psi)
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2480 psi
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Maximum load on cylinder 1
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69670 lb
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Maximum load on cylinder 2
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71440 lb
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Compressive strength of cylinder 1
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2448.0 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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2510.2 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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8 days
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Age of specimen in hours
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no data
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DIME Test ID: 2018-02-12-3-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/12/2018
Date Tested: 03/12/2018
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: 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
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.02 in
|
|
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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28.46 in^2
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|
Compressive strength (to nearest 10 psi)
|
4130 psi
|
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Maximum load on cylinder 1
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119780 lb
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Maximum load on cylinder 2
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115070 lb
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Compressive strength of cylinder 1
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4222.1 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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4043.2 psi
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Type of fracture pattern of cylinder 2
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1
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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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