DIME - Test Summary

Summary for Test 2025-04-18-56-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 1000272 DEA: 100V4804 EFIS: 1013000264
DIST-CO-RTE-PM	10-CAL-26-21.8/30.3
Award Date	09/09/2024
Closeout Date	Not set
Work Description	SLOPE STABILIZATION AND CONSTRUCT RETAINING WALL.
Location Description	CALAVERAS COUNTY NEAR MOKELUMNE HILL AT VARIOUS LOCATIONS FROM 3.6 MILES EAST OF ROUTE 49 TO 0.9 MILE WEST OF WOODHOUSE MINE ROAD
QA Service Level	1 (Verified on 04/15/2024)

Sample Taken Date	04/18/2025	Sample Unique Key	56
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	04/18/2025
Sample type	Quality Control	A brief description of the sample	State Sand
The quantity of what the sample constitutes	448.6g	From where was the sample collected	Supplier
First name of sampler or witnessed by	Donald	Last name of sampler or witnessed by	Juneman
Title of sampler	QCM	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	JF Shea Construction, Shasta Redi-Mix, Redding, CA	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	Plant 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: 2025-04-18-56

DIME Test ID: 2025-04-18-56-1

Testing Lab: Precast Unlimited Inc.

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

Test Release Date: 2025-05-21

What type of gradation is being tested?: Fine 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: Donald Juneman

Date of test: 04/18/2025

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

Cumulative percent passing the #4 sieve: 99 %

Cumulative percent passing the #8 sieve: 77 %

Cumulative percent passing the #16 sieve: 52 %

Cumulative percent passing the #30 sieve: 29 %

Cumulative percent passing the #50 sieve: 12 %

Cumulative percent passing the #100 sieve: 5 %

Cumulative percent passing the #200 sieve: 3.5 %

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

Test was verified on 5/21/2025 ✔