Sample Record for 2016-07-24-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210887 DEA: 07243204 EFIS: 0714000274
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-39.4/R88.6
Work Description: REPLACE OVERHEAD SIGN PANELS TO TYPE XI RETROREFLECTIVE SIGNS.
Location Description: IN LOS ANGELES COUNTY, BETWEEN SR-170 AND KERN COUNTY LINE
Contractor Name: C&W Construction Specialties
Contractor Address: 2419 Palma Drive , Ventura, CA 93003
Resident Engineer: RIDWAN SALMAN Structure Rep.: David Bar-On
Sample Information
DIME Sample ID: 2016-07-24-1
TL Number from the TL Form: 940-01
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: 07/24/2016
Date that the sample was received by the laboratory/organization performing the testing: 08/01/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 940-01
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: National
Material Information
The concrete mix design number: s63061
The truck number from where the sample was collected: 2
The batch plant ticket number from where the sample was collected: 703446
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Site
Where the material sample would have been placed if not sampled: CIDH Pile for Sign Str
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2016-07-24-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/08/2016
Date Tested: 08/08/2016
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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6.00 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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28.27 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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3780 psi
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Maximum load on cylinder 1
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106370 lb
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Maximum load on cylinder 2
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107810 lb
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Compressive strength of cylinder 1
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3762.6 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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3800.1 psi
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Type of fracture pattern of cylinder 2
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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
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no data
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Age of specimen
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15 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: 2016-07-24-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/23/2016
Date Tested: 08/22/2016
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
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
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4240 psi
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Maximum load on cylinder 1
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119070 lb
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Maximum load on cylinder 2
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121340 lb
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Compressive strength of cylinder 1
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4197.0 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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4277.1 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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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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