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Sample Record for 2024-08-13-41

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

Project Information

Project ID: 994586 DEA: 081C08U4 EFIS: 0822000142 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R134.0/R156.5
Work Description: PLACE HMA (TYPE A), JPCP, IMPORTED BORROW, ROADWAY EXCAVATION & CL2 AB
Location Description: RIVERSIDE COUNTY FROM 1.1 MILES WEST OF WILEY WELL ROAD OVERCROSSING TO CALIFORNIA/ARIZONA STATE LINE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 19062 San Jose Avenue, LA Puente, CA 91748
Resident Engineer: Ryan Espoy (cc on Reports) Structure Rep.: Tim Flores

Sample Information

DIME Sample ID: 2024-08-13-41
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: 08/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2024
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: 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: 2024-08-13-41-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 10/25/2024
Date Tested: 08/13/2024
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:
Temperature 81 F

Test 2 of 3

DIME Test ID: 2024-08-13-41-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 10/25/2024
Date Tested: 08/13/2024
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:
Slump 7.5 inch

Test 3 of 3

DIME Test ID: 2024-08-13-41-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/25/2024
Date Tested: 09/10/2024
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:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1 no data0 lb
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
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) 7680 psi
Maximum load on cylinder 1 216780 lb
Maximum load on cylinder 2 217330 lb
Type of fracture pattern of cylinder 1 3
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 1
Correction factor for cylinder 2 1
Age of specimen 28 days
Age of specimen in hours no data
Serial number of delivery ticket, if available no data