Sample Record for 2020-09-02-24
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214221 DEA: 081F1424 EFIS: 0815000232
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-23.9/33.4
Work Description: REPLACE INDIVIDUAL PCC SLABS, GRIND PCC PAVEMENT AND UPGRADE GUARDRAIL
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM NICHOLS ROAD OVERCROSSING TO 0.2 MILE NORTH OF TEMESCAL CANYON ROAD UNDERCROSSING
Contractor Name: Myers & Sons Construction
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834-1121
Resident Engineer: Denise Sostrom Structure Rep.: Arnel Vega
Sample Information
DIME Sample ID: 2020-09-02-24
TL Number from the TL Form: 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: 09/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/02/2020
The quantity of what the sample constitutes: 4 CY
A brief description of the sample: CONCRETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 1010-94
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
Material Information
The concrete mix design number: 400VC with Fibers
The truck number from where the sample was collected: 31BC
The batch plant ticket number from where the sample was collected: 1535
Concrete batch plant: NA
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: NA
Where the material sample would have been placed if not sampled: I15 NB at Temescal Wash Sta 147890 N of Nichols
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 1
DIME Test ID: 2020-09-02-24-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/02/2020
Date Tested: 09/30/2020
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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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 C617/CTM521
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Average diameter of cylinder 1
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5.99 in
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Average diameter of cylinder 2
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5.99 in
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Cross sectional area of cylinder 1
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28.18 in^2
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Cross sectional area of cylinder 2
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28.18 in^2
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Compressive strength (to nearest 10 psi)
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850 psi
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Maximum load on cylinder 1
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24660 lb
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Maximum load on cylinder 2
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23420 lb
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Compressive strength of cylinder 1
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875.1 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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831.1 psi
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Type of fracture pattern of cylinder 2
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1
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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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28 days
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Age of specimen in hours
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no data
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