Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2018-07-11-9
TL Number from the TL Form: 984-627
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: 07/11/2018
Date that the sample was received by the laboratory/organization performing the testing: 07/13/2018
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: 984-627
Structure unique identifier: RT33 FAILURE SLOPE REPAIR
Structure name: RT33 FAILURE SLOPE REPAIR
The fabricator/manufacturer/facility name: PALMDALE
The concrete mix design number: 3F362001
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: RASMUSSEN
A detailed description of where the material sample was collected: NA
Where the material sample would have been placed if not sampled: RT33 FAILURE SLOPE REPAIR
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-07-11-9-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/18/2018
Date Tested: 07/18/2018
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?
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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
|
6.00 in
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Cross sectional area of cylinder 1
|
28.27 in^2
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Cross sectional area of cylinder 2
|
28.27 in^2
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Compressive strength (to nearest 10 psi)
|
2950 psi
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Maximum load on cylinder 1
|
83890 lb
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Maximum load on cylinder 2
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83025 lb
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Compressive strength of cylinder 1
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2967.5 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
|
2936.9 psi
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Type of fracture pattern of cylinder 2
|
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
|
7 days
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|
Age of specimen in hours
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no data
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DIME Test ID: 2018-07-11-9-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/08/2018
Date Tested: 08/08/2018
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
|
|
Average diameter of cylinder 2
|
6.02 in
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Cross sectional area of cylinder 1
|
28.46 in^2
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Cross sectional area of cylinder 2
|
28.46 in^2
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|
Compressive strength (to nearest 10 psi)
|
3870 psi
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Maximum load on cylinder 1
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113560 lb
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Maximum load on cylinder 2
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106550 lb
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Compressive strength of cylinder 1
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3990.2 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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3743.9 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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28 days
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Age of specimen in hours
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no data
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DIME Test ID: 2018-07-11-9-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/05/2018
Date Tested: 09/05/2018
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
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6.03 in
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Average diameter of cylinder 2
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6.03 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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28.56 in^2
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Compressive strength (to nearest 10 psi)
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4480 psi
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Maximum load on cylinder 1
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128000 lb
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Maximum load on cylinder 2
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128150 lb
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Compressive strength of cylinder 1
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4481.8 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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4487.0 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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1
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Age of specimen
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56 days
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Age of specimen in hours
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no data
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