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Sample Record for 2026-03-23-40

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Project Information

Project ID: 1001375 DEA: 040A53T4 EFIS: 0421000155 COOP: 040A53TCM QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80-L1.8/L3.2
Work Description: Construct I-80 WB Truck Scales
Location Description: CONSTRUCTION ON STATE HIGHWAY IN SOLANO COUNTY IN AND NEAR FAIRFIELD ON ROUTE 12 FROM THE 80/12 EAST JUNCTION TO 0.9 MILE EAST OF CHADBOURNE ROAD UNDERCROSSING AND ON ROUTE 80 FROM 0.5 MILE WEST OF DAN WILSON CREEK BRIDGE TO WEST TEXAS STREET UNDERCROSSI
Contractor Name: Kiewit Infrastructure West Co.
Contractor Address: 4650 Business Center Drive, Fairfield, CA 94534
Resident Engineer: Darren Isada Structure Rep.: Nana Budu

Sample Information

DIME Sample ID: 2026-03-23-40
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: 03/23/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/19/2026
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 1 of 1

DIME Test ID: 2026-03-23-40-1
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 03/27/2026
Date Tested: 03/23/2026
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 100 %
Cumulative percent passing the 3/8 in. sieve 93 %
Cumulative percent passing the #4 sieve 14 %
Cumulative percent passing the #8 sieve 2 %