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Sample Record for 2024-12-10-89

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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: 2024-12-10-89
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: 12/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/10/2024
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: 32
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CALPORTLAND

Material Information

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:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-12-10-89-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/07/2025
Date Tested: 01/07/2025
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 5
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 3.99 in
Average diameter of cylinder 4 4.00 in
Average diameter of cylinder 5 3.99 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 12.5 in^2
Cross sectional area of cylinder 4 12.57 in^2
Cross sectional area of cylinder 5 12.5 in^2
Compressive strength (to nearest 10 psi) 6940 psi
Maximum load on cylinder 1 87160 lb
Maximum load on cylinder 2 85080 lb
Maximum load on cylinder 3 85770 lb
Maximum load on cylinder 4 87580 lb
Maximum load on cylinder 5 88610 lb
Compressive strength of cylinder 1 6972.8 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 6806.4 psi
Compressive strength of cylinder 3 6861.6 psi
Compressive strength of cylinder 4 6967.4 psi
Compressive strength of cylinder 5 7088.8 psi
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 2
Type of fracture pattern of cylinder 4 1
Type of fracture pattern of cylinder 5 1
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
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Age of specimen 28 days
Age of specimen in hours no data0 hours

Test 2 of 2

DIME Test ID: 2024-12-10-89-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/07/2025
Date Tested: 01/21/2025
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 5
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 3.98 in
Average diameter of cylinder 3 3.99 in
Average diameter of cylinder 4 3.99 in
Average diameter of cylinder 5 4.00 in
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.44 in^2
Cross sectional area of cylinder 3 12.5 in^2
Cross sectional area of cylinder 4 12.5 in^2
Cross sectional area of cylinder 5 12.57 in^2
Compressive strength (to nearest 10 psi) 7260 psi
Maximum load on cylinder 1 93530 lb
Maximum load on cylinder 2 86560 lb
Maximum load on cylinder 3 89180 lb
Maximum load on cylinder 4 92020 lb
Maximum load on cylinder 5 93110 lb
Compressive strength of cylinder 1 7440.7 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 6958.2 psi
Compressive strength of cylinder 3 7134.4 psi
Compressive strength of cylinder 4 7361.6 psi
Compressive strength of cylinder 5 7407.3 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 2
Type of fracture pattern of cylinder 4 1
Type of fracture pattern of cylinder 5 1
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
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Age of specimen 42 days
Age of specimen in hours no data0 hours