DIME - Test Summary

Summary for Test 2025-07-07-39-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 1000697 DEA: 021J75U4 EFIS: 0224000092
DIST-CO-RTE-PM	02-LAS-36-14.4/R16.8
Award Date	01/23/2025
Closeout Date	Not set
Work Description	PLACE HMA AND CLASS 2 AB, EXCAVATE ROADWAY, & INSTALL LIGHTING SYSTEM.
Location Description	LASSEN COUNTY ABOUT 9 MILES WEST OF SUSANVILLE FROM 1.3 MILES WEST TO 1.2 MILES EAST OF WILLARD CREEK ROAD
QA Service Level	1 (Verified on 10/24/2024)

Sample Taken Date	07/07/2025	Sample Unique Key	39
Date that the sample was received by the laboratory/organization performing the testing	07/07/2025	Sample type	Quality Control
A brief description of the sample	Concrete Aggregate	The quantity of what the sample constitutes	25 tons
From where was the sample collected	Source	First name of sampler or witnessed by	Brian
Last name of sampler or witnessed by	Foley	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	StructureCast
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	Structuecast
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

DIME Sample ID: 2025-07-07-39

DIME Test ID: 2025-07-07-39-1

Testing Lab: Structure Cast

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

Test Release Date: 2025-07-17

What type of gradation is being tested?: 0.375 in x No. 8 - Coarse Aggregate

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

Has the fine aggregate sample been reduced? (question for combined gradation type): No

Input Type: Calculated

Tester's full name: Brian Foley

Date of test: 07/07/2025

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

Cumulative percent passing the 3/8 in. sieve: 89 %

Cumulative percent passing the #4 sieve: 22 %

Cumulative percent passing the #8 sieve: 7 %

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

Test was verified on 7/17/2025 ✔