Sample Record for 2021-05-18-53
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215299 DEA: 07260804 EFIS: 0712000104
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10,405-16.6/30.1,4.8/8.7
Work Description: CONSTRUCT GROSS SOLIDS REMOVAL DEVICES, BIOSWALES AND MEDIA FILTERS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS ON ROUTE 10 0.1 MILE WEST OF SANTA FE AVENUE TO 0.2 MILE WEST OF COGSWELL ROAD UNDERCROSSING AND ON ROUTE 405 0.1 MILE EAST OF CHEERY AVENUE OVERCROSSING TO 0.1 MILE WEST OF SOUTH ALAMEDA STREET UNDERCROSSING
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 1355 Brooks Street, Unit "F", Ontario, CA 91762
Resident Engineer: Mesfin Hailu Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2021-05-18-53
TL Number from the TL Form:
Sample Submitted By Organization: Pro-Cast Products, Incorporated - Highland
Sample Organization Contact: (909) 793-7602
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 05/18/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2021
The quantity of what the sample constitutes: 8
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ProCast Products
Material Information
The concrete mix design number: PRO18051
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: TT
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2021-05-18-53-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 07/14/2021
Date Tested: 05/18/2021
Submitted By Organization: Pro-Cast Products, Incorporated - Highland
Organization Address: 27417 East Third Street,
Organization City: Highland
Organization State: CA
Organization Zipcode: 92346
Organization Email: bmalott@procastproducts.com
Organization Phone: (909) 809-2429
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 2 of 3
DIME Test ID: 2021-05-18-53-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 07/14/2021
Date Tested: 05/18/2021
Submitted By Organization: Pro-Cast Products, Incorporated - Highland
Organization Address: 27417 East Third Street,
Organization City: Highland
Organization State: CA
Organization Zipcode: 92346
Organization Email: bmalott@procastproducts.com
Organization Phone: (909) 809-2429
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 3 of 3
DIME Test ID: 2021-05-18-53-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/14/2021
Date Tested: 06/15/2021
Submitted By Organization: Pro-Cast Products, Incorporated - Highland
Organization Address: 27417 East Third Street,
Organization City: Highland
Organization State: CA
Organization Zipcode: 92346
Organization Email: bmalott@procastproducts.com
Organization Phone: (909) 809-2429
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
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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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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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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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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7640 psi
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Maximum load on cylinder 1
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216530 lb
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Maximum load on cylinder 2
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215500 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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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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0
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Correction factor for cylinder 2
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0
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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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0 hours
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