Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993302 DEA: 081J2104 EFIS: 0817000240
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-60-R1.4
Work Description: PLACE LCB RAPID SETTING AND JOINTED PLAIN CONCRETE PAVEMENT.
Location Description: SAN BERNARDINO COUNTY IN CHINO AT RAMONA AVENUE OVERCROSSING
Contractor Name: RV CONCRETE INC
Contractor Address: 605 E. COMMERCIAL ST., ANAHEIM CA 92801
Resident Engineer: Xavier Avila Structure Rep.: Unknown
DIME Sample ID: 2022-08-06-7
TL Number from the TL Form: 1043-1
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: 08/06/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2022
The quantity of what the sample constitutes: 2
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1043-1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Short Load Concrete
The concrete mix design number: CTS-30-RAM
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample: NA
A detailed description of where the material sample was collected: EB60 Ramona STA 6900
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-08-06-7-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 08/15/2022
Date Tested: 08/15/2022
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: 9098293029
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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2
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Test performed
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With no density determined
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Compressive strength (to nearest 10 psi)
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950 psi
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Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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6.01 in
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Compressive strength of cylinder 1
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961.1 psi
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Compressive strength of cylinder 2
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947.8 psi
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Maximum load on cylinder 1
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27170 lb
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Maximum load on cylinder 2
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26890 lb
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Type of fracture pattern of cylinder 1
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2
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Type of fracture pattern of cylinder 2
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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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Age of specimen
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9 days
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