Sample Record for 2017-03-14-6
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210888 DEA: 072750U4 EFIS: 0715000283
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-33,101-0.9/T5.82.3/13.8
Work Description: CONSTRUCT STORM WATER TREATMENT BMP.
Location Description: CONSTRUCT STORM WATER TREATMENT BMP.
Contractor Name: ORTIZ ENTERPRISES, INC.
Contractor Address: 6 Cushing Suite 200, Irvine, CA 92618
Resident Engineer: Alan Davis Structure Rep.: Pantaleon Rivera
Sample Information
DIME Sample ID: 2017-03-14-6
TL Number from the TL Form: 106624
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: 03/14/2017
Date that the sample was received by the laboratory/organization performing the testing: 03/20/2017
The quantity of what the sample constitutes: 6
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 939-24
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: GRIMES CANYON
Material Information
The concrete mix design number: S72500
The truck number from where the sample was collected: Unknown
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: NOT PROVIDED
Where the material sample would have been placed if not sampled: LOCATION 15 DS 16
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2017-03-14-6-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/21/2017
Date Tested: 03/21/2017
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
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|
Number of specimens
|
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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6.00 in
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Average diameter of cylinder 2
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6.02 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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28.46 in^2
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Compressive strength (to nearest 10 psi)
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3040 psi
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Maximum load on cylinder 1
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89060 lb
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Maximum load on cylinder 2
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83380 lb
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Compressive strength of cylinder 1
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3150.3 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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2929.7 psi
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Type of fracture pattern of cylinder 2
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4
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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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7 days
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Age of specimen in hours
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no data
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Test 2 of 2
DIME Test ID: 2017-03-14-6-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/11/2017
Date Tested: 04/11/2017
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
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
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4520 psi
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Maximum load on cylinder 1
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125340 lb
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Maximum load on cylinder 2
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130480 lb
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Compressive strength of cylinder 1
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4433.7 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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4615.5 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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no data
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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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