Sample Record for 2026-08-13-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001625 DEA: 11173704 EFIS: 1100020255
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-2.6/3.2
Work Description: WIDEN INTERCHANGE, STRUCTURES, HMA-A, RHMA-G, LANDSCAPE, & ELECTRICAL.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF PALM AVENUE OVERCROSSING
Contractor Name: SEMA CONSTRUCTION
Contractor Address: 1901 Cmino Vida Roble, Suite 100, Carlsbad, CA 92008
Resident Engineer: Karl Hartline Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-08-13-7
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: 08/13/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/13/2026
The quantity of what the sample constitutes: 10 cylinders
A brief description of the sample: Concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: associated ready mix otay
Material Information
The concrete mix design number: 55723740
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Palm Ave Abutment 1 Footing
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2026-08-13-7-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/20/2026
Date Tested: 08/20/2026
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: 7 Day, Does not comply.
Test Result Compliance: does not comply
Additional Comments When Verified:
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Unit system used?
|
US Units
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|
Number of specimens
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2
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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 C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
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6.01 in
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Average diameter of cylinder 2
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6.01 in
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Cross sectional area of cylinder 1
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28.37 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Compressive strength (to nearest 10 psi)
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2600 psi
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Maximum load on cylinder 1
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76105 lb
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Maximum load on cylinder 2
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71510 lb
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Compressive strength of cylinder 1
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2682.6 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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2520.6 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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7 days
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Age of specimen in hours
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no data0 hours
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Test
DIME Test ID: 2026-08-13-7-2
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 08/18/2026
Date Tested: 08/13/2026
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: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
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Unit weight of the concrete
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146.12 lb/ft^3
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Cement content
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675 lb/yd^3
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Test
DIME Test ID: 2026-08-13-7-3
Test Method: CTM 557-July 2012: Method of Test for Temperature of Freshly Mixed Portland Cement Concrete
Verified Date: 08/18/2026
Date Tested: 08/13/2026
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: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
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Temperature of the freshly mixed concrete
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88 F
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Test
DIME Test ID: 2026-08-13-7-4
Test Method: CTM 556-January 2018: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 08/18/2026
Date Tested: 08/13/2026
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: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
Test
DIME Test ID: 2026-08-13-7-5
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 08/18/2026
Date Tested: 08/13/2026
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: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
Test
DIME Test ID: 2026-08-13-7-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/28/2026
Date Tested: 08/27/2026
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: 14 Day, 3282psi<4760psi, does not comply
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
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2
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|
Test performed
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With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
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6.01 in
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Average diameter of cylinder 2
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6.01 in
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Cross sectional area of cylinder 1
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28.37 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Compressive strength (to nearest 10 psi)
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3290 psi
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Maximum load on cylinder 1
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93330 lb
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Maximum load on cylinder 2
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93110 lb
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Compressive strength of cylinder 1
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3289.7 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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3282.0 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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14 days
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Age of specimen in hours
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no data0 hours
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