Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214486 DEA: 080K1224 EFIS: 0815000244
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R28.6/37.5
Work Description: REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT
Location Description: SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING
Contractor Name: SULLY - MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD. 400, BREA, CA 92821
Resident Engineer: Larry J Canuti Structure Rep.: Taghreed Al-khateeb
DIME Sample ID: 2023-07-06-19
TL Number from the TL Form: 1-706
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: 07/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/06/2023
The quantity of what the sample constitutes: 6
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 1042-706
Structure unique identifier:
Structure name: RTE 15 STA 140plus40
The fabricator/manufacturer/facility name: SULLY Miller
The concrete mix design number: G3-22-PCC-273
The truck number from where the sample was collected: Not Provided on TL
The batch plant ticket number from where the sample was collected: 58
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: RTE 15 STA 140plus40
Where the material sample would have been placed if not sampled: RTE 15 STA 140plus40
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-07-06-19-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/17/2023
Date Tested: 08/17/2023
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: flexural design strength 570 PSI @ 42 days. Compressive Approximate (estimated) 4725 PSI @ 42 Dayts
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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no data
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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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5.97 in
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Average diameter of cylinder 2
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5.98 in
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Average diameter of cylinder 3
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5.97 in
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Cross sectional area of cylinder 1
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27.99 in^2
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Cross sectional area of cylinder 2
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28.09 in^2
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Cross sectional area of cylinder 3
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27.99 in^2
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Compressive strength (to nearest 10 psi)
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5020 psi
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Maximum load on cylinder 1
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136895 lb
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Maximum load on cylinder 2
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146750 lb
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Maximum load on cylinder 3
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138280 lb
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Compressive strength of cylinder 1
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4890.0 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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5220.0 psi
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Compressive strength of cylinder 3
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4940 psi
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Type of fracture pattern of cylinder 2
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1
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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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Serial number of delivery ticket, if available
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no data
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