Sample Record for 2025-04-30-61
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994084 DEA: 060U8804 EFIS: 0616000074
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-26.3/27.6
Work Description: CONSTRUCT A NEW INTERCHANGE AT COMMERCIAL AVENUE NOW CALLED INTERNATIONAL AGRI-CENTER WAY
Location Description: ON STATE ROUTE 99
Contractor Name: SECURITY PAVING COMPANY INC
Contractor Address: 13170 TELEFAIR AVE, SYLMAR, CA 91342
Resident Engineer: Javier Huerta Structure Rep.: Vicente Sanchez
Sample Information
DIME Sample ID: 2025-04-30-61
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Visalia Field Laboratory
Sample Organization Contact: (559) 974-1304
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/01/2025
The quantity of what the sample constitutes: Concrete Cylinders
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 13
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cal Portland Tulare
Material Information
The concrete mix design number: 18545R
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Not Supplied
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: On Job Site at Concrete Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2025-04-30-61-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/14/2025
Date Tested: 05/09/2025
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.01 in
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|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
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12.63 in^2
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|
Cross sectional area of cylinder 3
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12.63 in^2
|
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Compressive strength (to nearest 10 psi)
|
3990 psi
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Maximum load on cylinder 1
|
51580 lb
|
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Maximum load on cylinder 2
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49350 lb
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Maximum load on cylinder 3
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50180 lb
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Compressive strength of cylinder 1
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4103.4 psi
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
Compressive strength of cylinder 2
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3907.4 psi
|
|
Compressive strength of cylinder 3
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3973.1 psi
|
|
Type of fracture pattern of cylinder 2
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4
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|
Type of fracture pattern of cylinder 3
|
1
|
|
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
|
1
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Correction factor for cylinder 3
|
1
|
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Age of specimen
|
9 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 2 of 3
DIME Test ID: 2025-04-30-61-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 West Roosevelt Avenue,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
This test has been superseded on 05/30/2025. The corrected test ID is: 2025-04-30-61-3
Reason: corrected
Test 3 of 3
DIME Test ID: 2025-04-30-61-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/30/2025
Date Tested: 05/29/2025
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
The test was superseded from test ID: 2025-04-30-61-2
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5060 psi
|
|
Maximum load on cylinder 1
|
64890 lb
|
|
Maximum load on cylinder 2
|
63270 lb
|
|
Maximum load on cylinder 3
|
62520 lb
|
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Compressive strength of cylinder 1
|
5162.3 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
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Compressive strength of cylinder 2
|
5033.4 psi
|
|
Compressive strength of cylinder 3
|
4973.7 psi
|
|
Type of fracture pattern of cylinder 2
|
5
|
|
Type of fracture pattern of cylinder 3
|
1
|
|
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
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
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Age of specimen
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29 days
|
|
Age of specimen in hours
|
no data0 hours
|
