DIME - Test Summary

Summary for Test 2025-02-07-8-2

Test performed: ASTM C136-19

Project Identifiers	Project ID: 994539 DEA: 021H58U4 EFIS: 0223000059
DIST-CO-RTE-PM	02-PLU-70-58.2/R78.4
Award Date	06/27/2023
Closeout Date	Not set
Work Description	RECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE AND ELECTRICAL WORK.
Location Description	PLUMAS COUNTY AT AND NEAR CROMBERG FROM GILL RANCH ROAD TO 0.2 MILE WEST OF BIG GRIZZLY CREEK BRIDGE
QA Service Level	1 (Verified on 05/08/2023)

Sample Taken Date	02/07/2025	Sample Unique Key	8
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	02/07/2025
Sample type	Quality Control	A brief description of the sample	3/8" x #8
The quantity of what the sample constitutes	1149.3g	From where was the sample collected	Fabricator
First name of sampler or witnessed by	Donald	Last name of sampler or witnessed by	Juneman
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Shasta Ready Mix	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)	91-45-0019
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	Shasta Ready Mix 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

DIME Sample ID: 2025-02-07-8

DIME Test ID: 2025-02-07-8-2

Testing Lab: Precast Unlimited Inc.

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

Test Release Date: 2025-02-13

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: Larsen Dahl

Date of test: 02/11/2025

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

Cumulative percent passing the 3/8 in. sieve: 94 %

Cumulative percent passing the #4 sieve: 6 %

Cumulative percent passing the #8 sieve: 1 %

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

Test was verified on 2/13/2025 ✔