Sample Record for 2026-09-15-65
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000510 DEA: 060W79U4 EFIS: 0622000189
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER,TUL-99-56.4/57.6,0.0/13.5
Work Description: RDWY EXC, HMA, AGGREGATE BASE, CRCP, SIGN STR, AND STR EXC.
Location Description: KERN AND TULARE COUNTIES IN AND NEAR DELANO FROM 0.2 MILE SOUTH OF CECIL AVENUE OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 100 OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 2915 Fairhaven Drive, Bakersfield, CA 93308
Resident Engineer: Jake Garcia Structure Rep.: Raman Guraya
Sample Information
DIME Sample ID: 2026-09-15-65
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 09/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2026
The quantity of what the sample constitutes: 9 beams and 12 cylinder
A brief description of the sample: CRCP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: onsite plant SPCI
Material Information
The concrete mix design number: G3-26-PCC-400
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 40
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: with loader
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2026-09-15-65-1
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 09/22/2026
Date Tested: 09/22/2026
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Number of specimens
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3
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Unit system used?
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US Units
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Does the testing machine measure load or stress on the beam specimen?
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Load
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Fracture initiates in the tension surface
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Within the Middle Third of the Span Length
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Is a beam dimensional correction factor used?
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No
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Modulus of rupture average
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585 psi
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Modulus of rupture
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585 psi
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Modulus of rupture 2
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575 psi
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Modulus of rupture 3
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600 psi
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Age of specimen
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7 days
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Test
DIME Test ID: 2026-09-15-65-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/22/2026
Date Tested: 09/22/2026
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance:
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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4.00 in
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Average diameter of cylinder 2
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4.00 in
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Average diameter of cylinder 3
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4.00 in
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Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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4140 psi
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Maximum load on cylinder 1
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52270 lb
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Maximum load on cylinder 2
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50900 lb
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Maximum load on cylinder 3
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52910 lb
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Compressive strength of cylinder 1
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4158.3 psi
|
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Type of fracture pattern of cylinder 1
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4
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Compressive strength of cylinder 2
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4049.3 psi
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Compressive strength of cylinder 3
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4209.2 psi
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Type of fracture pattern of cylinder 2
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4
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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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7 days
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Age of specimen in hours
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no data0 hours
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