DIME - Test Summary

Summary for Test 2026-03-19-50-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 1001375 DEA: 040A53T4 EFIS: 0421000155 COOP: 040A53TCM
DIST-CO-RTE-PM	04-SOL-80-L1.8/L3.2
Award Date	06/20/2025
Closeout Date	Not set
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
QA Service Level	1 (Verified on 07/10/2025)

Sample Taken Date	03/19/2026	Sample Unique Key	50
Date that the sample was received by the laboratory/organization performing the testing	03/19/2026	Sample type	Quality Control
A brief description of the sample	WASH CONCRETE SAND	The quantity of what the sample constitutes	1 bag
From where was the sample collected	Fabricator	First name of sampler or witnessed by	Alejandro
Last name of sampler or witnessed by	Orozco	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Pinnacle Prestress, Inc.
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	3928516

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	Vulcan San Emidio
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	fine
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2026-03-19-50

DIME Test ID: 2026-03-19-50-1

Testing Lab: Pinnacle Prestress, Incorporated

Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2026-03-27

What type of gradation is being tested?: Fine Aggregate

Individual or cumulative mass retained on each sieve?: Individual Mass Retained

Has the fine aggregate sample been reduced? (question for combined gradation type): Yes

Input Type: Calculated

Tester's full name: Alejandro Orozco

Date of test: 03/19/2026

Cumulative percent passing the 3/8 in. sieve: 100 %

Cumulative percent passing the #4 sieve: 98.86 %

Cumulative percent passing the #8 sieve: 85.29 %

Cumulative percent passing the #16 sieve: 62.04 %

Cumulative percent passing the #30 sieve: 38.17 %

Cumulative percent passing the #50 sieve: 14.47 %

Cumulative percent passing the #100 sieve: 3.49 %

Cumulative percent passing the #200 sieve: 1.03 %

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/27/2026 ✔