Sample Record for 2016-10-27-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211393 DEA: 081F1104 EFIS: 0814000160
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-38-38.6-L5759
Work Description: CONSTRUCT A SAND HOUSE AND CHAIN LINK FENCE AT ONYX SUMMIT
Location Description: SAN BERNARDINO COUNTY AT ONYX SUMMIT 0.7 MILES SOUTH OF PIPES ROAD
Contractor Name: BRM
Contractor Address: Unknown
Resident Engineer: Al-Hakem Alina Structure Rep.: Al-Hakem Alina
Sample Information
DIME Sample ID: 2016-10-27-2
TL Number from the TL Form: 1027
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: 10/27/2016
Date that the sample was received by the laboratory/organization performing the testing: 10/31/2016
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: 949-27
Structure unique identifier: ONYX SUMMIT SAND HOUSE
Structure name: CONCRETE WALL
The fabricator/manufacturer/facility name: ROBERTSONS
Material Information
The concrete mix design number: RRM09013
The truck number from where the sample was collected: 730
The batch plant ticket number from where the sample was collected: 2319116
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
Test Results
Test 1 of 3
DIME Test ID: 2016-10-27-2-1
Test Method: ASTM C39-17a: 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This test has been superseded on 11/28/2016.
Reason: corrected
Test 2 of 3
DIME Test ID: 2016-10-27-2-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/28/2016
Date Tested: 11/25/2016
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
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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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5.99 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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28.18 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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5890 psi
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Maximum load on cylinder 1
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174500 lb
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Maximum load on cylinder 2
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158440 lb
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Compressive strength of cylinder 1
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6192.3 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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5584.8 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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no data
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Age of specimen
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29 days
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Age of specimen in hours
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no data
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Test 3 of 3
DIME Test ID: 2016-10-27-2-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/28/2016
Date Tested: 11/03/2016
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
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5.97 in
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Average diameter of cylinder 2
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5.97 in
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Cross sectional area of cylinder 1
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27.99 in^2
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Cross sectional area of cylinder 2
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27.99 in^2
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Compressive strength (to nearest 10 psi)
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4300 psi
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Maximum load on cylinder 1
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119960 lb
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Maximum load on cylinder 2
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120980 lb
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Compressive strength of cylinder 1
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4285.8 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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4322.3 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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no data
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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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