Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211671 DEA: 07281504 EFIS: 0700000552
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,VEN-101-29.3/38.2,0.0/1.2
Work Description: CONSTRUCT STORM WATER TREATMENT SYSTEMS.
Location Description: LOS ANGELES AND VENTURA COUNTIES AT VARIOUS LOCATIONS
Contractor Name: C.A. Rasmussen Inc
Contractor Address: 28548 Livingston Ave, Valencia, CA 91355
Resident Engineer: VENKATARAMAN KALYANAKRISHNAN Structure Rep.: Ray Ranjkesh
DIME Sample ID: 2018-02-28-3
TL Number from the TL Form: 960-57A
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: 02/28/2018
Date that the sample was received by the laboratory/organization performing the testing: 03/05/2018
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: 960-57A
Structure unique identifier: AUSTIN VAULT 39 FOOTING
Structure name: AUSTIN VAULT 39 FOOTING
The fabricator/manufacturer/facility name: NATIONAL READY MIX
The concrete mix design number: S63061
The truck number from where the sample was collected: 411
The batch plant ticket number from where the sample was collected: 760953
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: NATIONAL READY MIX
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: AUSTIN VAULT 39 FOOTING
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-02-28-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/28/2018
Date Tested: 03/28/2018
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
|
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
|
6.01 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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28.37 in^2
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Compressive strength (to nearest 10 psi)
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4610 psi
|
Maximum load on cylinder 1
|
128300 lb
|
Maximum load on cylinder 2
|
132830 lb
|
Compressive strength of cylinder 1
|
4538.4 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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4682.1 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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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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