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Sample Record for 2022-01-06-10

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

Project Information

Project ID: 215333 DEA: 120S6604 EFIS: 1221000004 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-91-R16.6/R17.0
Work Description: COLD PLANE AC PAVEMENT AND PLACE PRECAST CONCRETE PAVEMENT.
Location Description: ORANGE COUNTY IN YORBA LINDA FROM W91-S241/91 CONNECTOR SEPARATION TO 0.6 MILE EAST OF GYPSUM CANYON ROAD UNDERCROSSING
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 26320 LESTER CIRCLE, CORONA CA 92883
Resident Engineer: Adrian Wu Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-01-06-10
TL Number from the TL Form:
Sample Submitted By Organization: Pro-Cast Products, Inc. - Highland
Sample Organization Contact: (909) 793-7602
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 01/06/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/07/2022
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: 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: 2022-01-06-10-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 04/11/2022
Date Tested: 01/06/2022
Submitted By Organization: Pro-Cast Products, Inc. - Highland
Organization Address: 27417 E. Third Street,P.O. Box 602
Organization City: Highland
Organization State: CA
Organization Zipcode: 92346
Organization Email: chad@procast.us
Organization Phone: (909) 793-7602
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 76 F

Test 2 of 3

DIME Test ID: 2022-01-06-10-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 04/11/2022
Date Tested: 01/06/2022
Submitted By Organization: Pro-Cast Products, Inc. - Highland
Organization Address: 27417 E. Third Street,P.O. Box 602
Organization City: Highland
Organization State: CA
Organization Zipcode: 92346
Organization Email: chad@procast.us
Organization Phone: (909) 793-7602
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Slump 8 inch

Test 3 of 3

DIME Test ID: 2022-01-06-10-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/11/2022
Date Tested: 02/03/2022
Submitted By Organization: Pro-Cast Products, Inc. - Highland
Organization Address: 27417 E. Third Street,P.O. Box 602
Organization City: Highland
Organization State: CA
Organization Zipcode: 92346
Organization Email: chad@procast.us
Organization Phone: (909) 793-7602
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) 8155 psi
Maximum load on cylinder 1 231170 lb
Maximum load on cylinder 2 229930 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 no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.