Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214135 DEA: 09213404 EFIS: 0900000030
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-29.9/41.8
Work Description: ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location Description: INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284
Resident Engineer: Kris Raber Structure Rep.: Sheila Reyes
DIME Sample ID: 2022-07-05-43
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: 07/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/06/2022
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
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.:
DIME Test ID: 2022-07-05-43-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 08/23/2022
Date Tested: 07/05/2022
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:
DIME Test ID: 2022-07-05-43-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 08/23/2022
Date Tested: 07/05/2022
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:
DIME Test ID: 2022-07-05-43-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/23/2022
Date Tested: 08/02/2022
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
|
Number of specimens
|
2
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Test performed
|
With no density determined
|
Average diameter of cylinder 1
|
6.00 in
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Average diameter of cylinder 2
|
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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6230 psi
|
Maximum load on cylinder 1
|
178770 lb
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Maximum load on cylinder 2
|
173380 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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