Sample Record for 2018-07-20-12
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211712 DEA: 07305204 EFIS: 0714000092
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-33-15.7
Work Description: CONSTRUCT SOIL NAIL WALL AND ROCK SLOPE PROTECTION.
Location Description: VENTURA COUNTY NEAR OJAI AT 0.1 MILE SOUTH OF NORTH FORK MATILIJA CREEK BRIDGE
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: 28548 Livingston Ave, Valencia, CA 91355
Resident Engineer: Alfred Ira Structure Rep.: Pantaleon Rivera
Sample Information
DIME Sample ID: 2018-07-20-12
TL Number from the TL Form: 106628
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: 07/20/2018
Date that the sample was received by the laboratory/organization performing the testing: 07/25/2018
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 984 628
Structure unique identifier: na
Structure name: na
The fabricator/manufacturer/facility name: na
Material Information
The concrete mix design number: 3f36l001
The truck number from where the sample was collected: na
The batch plant ticket number from where the sample was collected: na
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: ramussen
A detailed description of where the material sample was collected: na
Where the material sample would have been placed if not sampled: na
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 3
DIME Test ID: 2018-07-20-12-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/30/2018
Date Tested: 07/27/2018
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
|
|
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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3120 psi
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Maximum load on cylinder 1
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89130 lb
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Maximum load on cylinder 2
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88180 lb
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Compressive strength of cylinder 1
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3141.7 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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3108.2 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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7 days
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Age of specimen in hours
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no data
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Test 2 of 3
DIME Test ID: 2018-07-20-12-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/03/2018
Date Tested: 08/03/2018
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
|
6.02 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
|
|
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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3510 psi
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Maximum load on cylinder 1
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99380 lb
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Maximum load on cylinder 2
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100480 lb
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Compressive strength of cylinder 1
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3491.9 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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3530.6 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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Test 3 of 3
DIME Test ID: 2018-07-20-12-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/17/2018
Date Tested: 08/17/2018
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
|
6.03 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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28.56 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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4500 psi
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Maximum load on cylinder 1
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124900 lb
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Maximum load on cylinder 2
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131630 lb
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Compressive strength of cylinder 1
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4373.2 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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4625.1 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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