Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: Alberto Lopez Structure Rep.: Vicente Sanchez
DIME Sample ID: 2025-03-21-36
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: 03/21/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/24/2025
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: 3
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland Tulare
The concrete mix design number: 185457
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Not Given
Concrete batch plant: CalPortland
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Wheelbarrow from concrete truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-03-21-36-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/24/2025
Date Tested: 04/04/2025
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
|
3.99 in
|
|
Average diameter of cylinder 2
|
3.99 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.5 in^2
|
|
Cross sectional area of cylinder 2
|
12.5 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5200 psi
|
|
Maximum load on cylinder 1
|
66740 lb
|
|
Maximum load on cylinder 2
|
61990 lb
|
|
Maximum load on cylinder 3
|
66710 lb
|
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Compressive strength of cylinder 1
|
5339.2 psi
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
Compressive strength of cylinder 2
|
4959.2 psi
|
|
Compressive strength of cylinder 3
|
5307.1 psi
|
|
Type of fracture pattern of cylinder 2
|
5
|
|
Type of fracture pattern of cylinder 3
|
4
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
14 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2025-03-21-36-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/24/2025
Date Tested: 04/18/2025
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
|
3.98 in
|
|
Average diameter of cylinder 2
|
3.99 in
|
|
Average diameter of cylinder 3
|
3.99 in
|
|
Cross sectional area of cylinder 1
|
12.44 in^2
|
|
Cross sectional area of cylinder 2
|
12.5 in^2
|
|
Cross sectional area of cylinder 3
|
12.5 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6170 psi
|
|
Maximum load on cylinder 1
|
77320 lb
|
|
Maximum load on cylinder 2
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76230 lb
|
|
Maximum load on cylinder 3
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77390 lb
|
|
Compressive strength of cylinder 1
|
6215.4 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
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Compressive strength of cylinder 2
|
6098.4 psi
|
|
Compressive strength of cylinder 3
|
6191.2 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
