Sample Record for 2025-03-03-10
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993529 DEA: 11430514 EFIS: 1119000008
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15-R31.3/R37.1
Work Description: CRCP, FIBER OPTIC CABLE, AND HMA.
Location Description: SAN DIEGO COUNTY IN AND NEAR ESCONDIDO FROM 0.2 MILE SOUTH OF ROUTE 15/78 SEPARATION TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 13170 Telfair Ave, Sylmar, CA 91342
Resident Engineer: Jason Alsheikh Structure Rep.: Tan Cao
Sample Information
DIME Sample ID: 2025-03-03-10
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 03/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/05/2025
The quantity of what the sample constitutes: 6 cylinders
A brief description of the sample: Concrete
From where was the sample collected: Job Site
Laboratory sample identification: 2025-3-3-10
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Pavement
Material Information
The concrete mix design number: G3-23-PCC-363HE
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Not Provided
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Field
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2025-03-03-10-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/02/2025
Date Tested: 04/01/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: 3,500 psi @ 28 days (3)
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
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US Units
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Number of specimens
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3
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Test performed
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With no density determined
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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5.99 in
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Average diameter of cylinder 2
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5.99 in
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Average diameter of cylinder 3
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5.99 in
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Cross sectional area of cylinder 1
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28.18 in^2
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Cross sectional area of cylinder 2
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28.18 in^2
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Cross sectional area of cylinder 3
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28.18 in^2
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Compressive strength (to nearest 10 psi)
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5560 psi
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Maximum load on cylinder 1
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157990 lb
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Maximum load on cylinder 2
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157785 lb
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Maximum load on cylinder 3
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153890 lb
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Compressive strength of cylinder 1
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5606.5 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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5599.2 psi
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Compressive strength of cylinder 3
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5461 psi
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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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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Correction factor for cylinder 3
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1
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Age of specimen
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29 days
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Age of specimen in hours
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no data0 hours
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Test 2 of 2
DIME Test ID: 2025-03-03-10-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/15/2025
Date Tested: 04/14/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: 5150 psi @ 42 days (3)
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
5.99 in
|
|
Average diameter of cylinder 2
|
5.99 in
|
|
Average diameter of cylinder 3
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5.99 in
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Cross sectional area of cylinder 1
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28.18 in^2
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Cross sectional area of cylinder 2
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28.18 in^2
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Cross sectional area of cylinder 3
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28.18 in^2
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Compressive strength (to nearest 10 psi)
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5880 psi
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Maximum load on cylinder 1
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177470 lb
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Maximum load on cylinder 2
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145595 lb
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Maximum load on cylinder 3
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174180 lb
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Compressive strength of cylinder 1
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6297.7 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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5166.6 psi
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Compressive strength of cylinder 3
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6181 psi
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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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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Correction factor for cylinder 3
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1
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Age of specimen
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42 days
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Age of specimen in hours
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no data0 hours
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