Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210704 DEA: 081G5104 EFIS: 0816000015
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R57.6/R127
Work Description: Secure bridges and build a crossover at Tex Wash
Location Description: In Riverside County from Jct 86/10 to Arco Ditch
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 Monroe St, Indio, CA 92203
Resident Engineer: Andy Quach Structure Rep.: Shukri Abouazra
DIME Sample ID: 2015-10-08-10
TL Number from the TL Form: 162970
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/08/2015
Date that the sample was received by the laboratory/organization performing the testing: 11/09/2015
The quantity of what the sample constitutes: 2
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 926-70
Structure unique identifier: TEX WASH BR LEFT
Structure name: GRADE BEAM
The fabricator/manufacturer/facility name: NP
The concrete mix design number: 94035RA
The truck number from where the sample was collected: LOAD5
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LAOD 5
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:
DIME Test ID: 2015-10-08-10-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/10/2015
Date Tested: 11/10/2015
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:
Unit system used?
|
US Units
|
Number of specimens
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2
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Test performed
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With no density determined
|
Capped in accordance with?
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ASTM C617/CTM521
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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
|
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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4840 psi
|
Maximum load on cylinder 1
|
138110 lb
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Maximum load on cylinder 2
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135310 lb
|
Compressive strength of cylinder 1
|
4885.4 psi
|
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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4786.3 psi
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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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no data
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Age of specimen
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33 days
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Age of specimen in hours
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no data
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