DIME - Test Summary

Summary for Test 2026-03-03-52-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 1000403 DEA: 120K91U4 EFIS: 1222000031
DIST-CO-RTE-PM	12-ORA-91-R9.2/R11.4
Award Date	01/03/2025
Closeout Date	Not set
Work Description	CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS.
Location Description	ORANGE COUNTY IN ANAHEIM FROM 0.9 MILE WEST TO 1.3 MILES EAST OF LAKEVIEW AVENUE OVERCROSSING
QA Service Level	1 (Verified on 08/19/2024)

Sample Taken Date	03/03/2026	Sample Unique Key	52
Date that the sample was received by the laboratory/organization performing the testing	03/03/2026	Sample type	Quality Control
A brief description of the sample	1 Bucket of 1/2", 1 Bucket of 3/8", 1 Bucket of Sand	The quantity of what the sample constitutes	1 Bucket of 1/2", 1 Bucket of 3/8", 1 Bucket of Sand
From where was the sample collected	Fabricator	First name of sampler or witnessed by	Benjamin
Last name of sampler or witnessed by	Aragon	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Con-Fab California, LLC - Shafter
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)	Con-Fab California, LLC - Shafter
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	Stockpile @ Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2026-03-03-52

DIME Test ID: 2026-03-03-52-1

Testing Lab: Con-Fab California Corporation - Shafter

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

Test Release Date: 2026-03-17

What type of gradation is being tested?: Combined Gradation

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

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

Input Type: Calculated

Tester's full name: Benjamin Aragon

Date of test: 03/03/2026

Cumulative percent passing the 2 in. sieve: 100 %

Cumulative percent passing the 1 1/2 in. sieve: 100 %

Cumulative percent passing the 1 in. sieve: 100 %

Cumulative percent passing the 3/4 in. sieve: 100 %

Cumulative percent passing the 1/2 in. sieve: 92.1 %

Cumulative percent passing the 3/8 in. sieve: 71 %

Cumulative percent passing the #4 sieve: 48.5 %

Cumulative percent passing the #8 sieve: 40 %

Cumulative percent passing the #16 sieve: 30.9 %

Cumulative percent passing the #30 sieve: 18.9 %

Cumulative percent passing the #50 sieve: 7.4 %

Cumulative percent passing the #100 sieve: 1.5 %

Cumulative percent passing the #200 sieve: 0.5 %

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

Test was verified on 3/17/2026 ✔