Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995059 DEA: 081G6404 EFIS: 0816000046
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-395-R4.0/49.0
Work Description: REPLACE ASPHALT CONCRETE SURFACING, COLD PLANE AC PVMT AND RHMA.
Location Description: SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS FROM ROUTE 15/395 SEPARATION TO 3.1 MILES NORTH OF ROUTE 58/395 SEPARATION
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: 135 S State College Blvd, Brea, Ca 92821
Resident Engineer: Shaun Loza Structure Rep.: Unknown
DIME Sample ID: 2024-09-30-35
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 09/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/02/2024
The quantity of what the sample constitutes: 6
A brief description of the sample: 4x8
From where was the sample collected: Job Site
Laboratory sample identification: 1069-30T
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sully Miller
The concrete mix design number: CT590F25
The truck number from where the sample was collected: 242
The batch plant ticket number from where the sample was collected: 2083089
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: JOB
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-09-30-35-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/11/2024
Date Tested: 10/28/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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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 C1231 - Unbonded Elastomeric Pad Cap
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Apparent mass of submerged cylinder 1
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no data0 lb
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Average diameter of cylinder 1
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4.02 in
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Average diameter of cylinder 2
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4.01 in
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Average diameter of cylinder 3
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4.01 in
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Cross sectional area of cylinder 1
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12.69 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
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Compressive strength (to nearest 10 psi)
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3990 psi
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Maximum load on cylinder 1
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51720 lb
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Maximum load on cylinder 2
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49280 lb
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Maximum load on cylinder 3
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50320 lb
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Compressive strength of cylinder 1
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4080.0 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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3900.0 psi
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Compressive strength of cylinder 3
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3980 psi
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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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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1.00
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Correction factor for cylinder 2
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1.00
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Correction factor for cylinder 3
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1.00
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Age of specimen
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28 days
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Age of specimen in hours
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no data0 hours
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Serial number of delivery ticket, if available
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no data
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