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Sample Record for 2026-04-14-31

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

Project Information

Project ID: 1001248 DEA: 120K93U4 EFIS: 1224000084 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-57,91-13.9/16.1,4.8/6.6
Work Description: CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS.
Location Description: ANAHEIM AND PLACENTIA ON ROUTE 57 FROM WAGNER AVENUE OVERCROSSING TO 0.2 MILE NORTH OF MIRALOMA AVENUE OVERCROSSING AND ON ROUTE 91 FROM 0.1 MILE EAST OF ACACIA STREET UNDERCROSSING TO 0.2 MILE EAST OF LA PALMA AVENUE OVERCROSSING
Contractor Name: OHLA USA, INC
Contractor Address: 2550 East Miraloma Way, Suite 200, Anaheim, CA 92806
Resident Engineer: Charlie Nakamoto Structure Rep.: Lance Yamashiro

Sample Information

DIME Sample ID: 2026-04-14-31
TL Number from the TL Form:
Sample Submitted By Organization: Pinnacle Prestress, Incorporated
Sample Organization Contact: 6616431412
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 04/14/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/14/2026
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 3/8" x No.8 aggregate
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pinnacle Prestress, Inc.

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-54-0021
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: On Site Stockpile
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2026-04-14-31-1
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 04/23/2026
Date Tested: 04/14/2026
Submitted By Organization: Pinnacle Prestress, Incorporated
Organization Address: 425 J Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93820
Organization Email: carlos.coreas@kiewit.com
Organization Phone: (661) 643-1412
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? 0.375 in x No. 8 - Coarse Aggregate
Cumulative percent passing the 1/2 in. sieve no data0 %
Cumulative percent passing the 3/8 in. sieve 0.29 %
Cumulative percent passing the #4 sieve 3.32 %
Cumulative percent passing the #8 sieve 0.44 %