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Sample Record for 2022-08-09-45

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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.: Adlai Evans

Sample Information

DIME Sample ID: 2022-08-09-45
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: 08/09/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/10/2022
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

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: 2022-08-09-45-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 09/09/2022
Date Tested: 08/09/2022
Submitted By Organization: Pro-Cast Products, Incorporated - Highland
Organization Address: PO Box 602, 27417 E. Third St.
Organization City: Highland
Organization State: CA
Organization Zipcode: 92346
Organization Email: miker@procast.us
Organization Phone: (909) 557-3336
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 87 F

Test 2 of 3

DIME Test ID: 2022-08-09-45-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 09/09/2022
Date Tested: 08/09/2022
Submitted By Organization: Pro-Cast Products, Incorporated - Highland
Organization Address: PO Box 602, 27417 E. Third St.
Organization City: Highland
Organization State: CA
Organization Zipcode: 92346
Organization Email: miker@procast.us
Organization Phone: (909) 557-3336
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Slump 8 inch

Test 3 of 3

DIME Test ID: 2022-08-09-45-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/09/2022
Date Tested: 08/23/2022
Submitted By Organization: Pro-Cast Products, Incorporated - Highland
Organization Address: PO Box 602, 27417 E. Third St.
Organization City: Highland
Organization State: CA
Organization Zipcode: 92346
Organization Email: miker@procast.us
Organization Phone: (909) 557-3336
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
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
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) 6400 psi
Maximum load on cylinder 1 179430 lb
Maximum load on cylinder 2 182220 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 3
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 0
Correction factor for cylinder 2 0
Age of specimen 14 days
Age of specimen in hours 0 hours