Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214733 DEA: 060R1104 EFIS: 0614000030
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,KER-119,198-Var
Work Description: CULVERT REPLACEMENT.
Location Description: FRESNO AND KERN COUNTIES AT VARIOUS LOCATIONS.
Contractor Name: CCFG CONSTRUCTION
Contractor Address: 17750 Wards Ferry Road, Sonoma, CA, 95370
Resident Engineer: Robert Decker Structure Rep.: Evan Stensvad
DIME Sample ID: 2020-08-06-10
TL Number from the TL Form:
Sample Submitted By Organization: Rinker Materials
Sample Organization Contact: (916) 381-3910
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 08/06/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/07/2020
The quantity of what the sample constitutes: 1 days production
A brief description of the sample: CONCRETE
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Forterra Pipe and Precast, Florin Rd
The concrete mix design number: mix 5
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 001
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: conveyor belt
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2020-08-06-10-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/10/2020
Date Tested: 08/07/2020
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: Edgar.Benitez@Rinkerpipe.com
Organization Phone: (209) 401-6972
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 C1231
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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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6.00 in
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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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28.27 in^2
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Compressive strength (to nearest 10 psi)
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2470 psi
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Maximum load on cylinder 1
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71435 lb
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Maximum load on cylinder 2
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67995 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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1 days
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Age of specimen in hours
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24 hours
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