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Sample Record for 2021-11-10-58

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

Project Information

Project ID: 215710 DEA: 051N3504 EFIS: 0520000173 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-37.8/46.0, 37.0/46.0
Work Description: Replace concrete pavement with precast concrete panels.
Location Description: Near Atascadero on US 101 from 0.1 mile south of Route 58/10 separation to Traffic Way.
Contractor Name: FBD VANGUARD CONSTRUCTION, INC.
Contractor Address: 550 Greenville Road, Livermore, CA 94550
Resident Engineer: Dean Russu Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-11-10-58
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: 11/10/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/11/2021
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: 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: 2021-11-10-58-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 01/25/2022
Date Tested: 11/10/2021
Submitted By Organization: Pro-Cast Products, Incorporated - Highland
Organization Address: 27417 East Third Street, P.O. Box 602
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 77 F

Test 2 of 3

DIME Test ID: 2021-11-10-58-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 01/25/2022
Date Tested: 11/10/2021
Submitted By Organization: Pro-Cast Products, Incorporated - Highland
Organization Address: 27417 East Third Street, P.O. Box 602
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: 2021-11-10-58-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/25/2022
Date Tested: 12/08/2021
Submitted By Organization: Pro-Cast Products, Incorporated - Highland
Organization Address: 27417 East Third Street, P.O. Box 602
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) 8330 psi
Maximum load on cylinder 1 237700 lb
Maximum load on cylinder 2 233360 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
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 28 days
Age of specimen in hours 0 hours