Sample Record for 2024-03-15-36
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994686 DEA: 051K4604 EFIS: 0518000210
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-46-29.7/32.2
Work Description: COLD PLANE, PLACE HMA, RHMA, CONC PVMT, MODIFY SIGNAL AND LIGHTING.
Location Description: SAN LUIS OBISPO COUNTY IN PASO ROBLES FROM 300 FEET WEST OF ROUTE 101/46 SEPARATION TO 0.1 MILE EAST OF AIRPORT ROAD
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 800 FARROLL RD, GROVER BEACH, CA 93433
Resident Engineer: Michael Schmidt Structure Rep.: Ray Barajas
Sample Information
DIME Sample ID: 2024-03-15-36
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: 03/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/18/2024
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: RRM14062
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: 2024-03-15-36-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 04/11/2024
Date Tested: 03/15/2024
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: 2024-03-15-36-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 04/11/2024
Date Tested: 03/15/2024
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: 2024-03-15-36-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/11/2024
Date Tested: 03/29/2024
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:
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Unit system used?
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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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7020 psi
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Maximum load on cylinder 1
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198190 lb
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Maximum load on cylinder 2
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198500 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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no data0
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Correction factor for cylinder 2
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no data0
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Age of specimen
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14 days
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Age of specimen in hours
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no data0 hours
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