DIME - Test Summary

Summary for Test 2026-04-14-30-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 1001248 DEA: 120K93U4 EFIS: 1224000084
DIST-CO-RTE-PM	12-ORA-57,91-13.9/16.1,4.8/6.6
Award Date	10/20/2025
Closeout Date	Not set
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
QA Service Level	1 (Verified on 06/16/2025)

Sample Taken Date	04/14/2026	Sample Unique Key	30
Will the laboratory/organization for which you are a member perform testing on this material sample?	Yes	Date that the sample was received by the laboratory/organization performing the testing	04/14/2026
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	Not set

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: 2026-04-14-30

DIME Test ID: 2026-04-14-30-1

Testing Lab: Pinnacle Prestress, Incorporated

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

Test Release Date: 2026-04-23

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): No

Input Type: Calculated

Tester's full name: Alejandro Orozco

Date of test: 04/14/2026

Cumulative percent passing the 3/8 in. sieve: 0 %

Cumulative percent passing the #4 sieve: 2.1 %

Cumulative percent passing the #8 sieve: 87.4 %

Cumulative percent passing the #16 sieve: 152.1 %

Cumulative percent passing the #30 sieve: 148.6 %

Cumulative percent passing the #50 sieve: 140.6 %

Cumulative percent passing the #100 sieve: 80.7 %

Cumulative percent passing the #200 sieve: 5.6 %

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

Test was verified on 4/23/2026 ✔