DIME - Test Summary

Summary for Test 2025-04-07-100-2

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	08/20/2026
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	04/07/2025	Sample Unique Key	100
Date that the sample was received by the laboratory/organization performing the testing	04/07/2025	Sample type	Quality Control
A brief description of the sample	1"x#4	The quantity of what the sample constitutes	11,198.1g
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	1 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2025-04-07-100

DIME Test ID: 2025-04-07-100-2

Testing Lab: Precast Unlimited Inc.

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

Test Release Date: 2025-05-21

What type of gradation is being tested?: 1 in. x No. 4 - 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: Donald Juneman

Date of test: 04/07/2025

Cumulative percent passing the 1 1/2 in. sieve: 111111000 %

Cumulative percent passing the 1 in. sieve: 98 %

Cumulative percent passing the 3/4 in. sieve: 74 %

Cumulative percent passing the 1/2 in. sieve: 21 %

Cumulative percent passing the 3/8 in. sieve: 4 %

Cumulative percent passing the #4 sieve: 2 %

Cumulative percent passing the #8 sieve: 2 %

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

Test was verified on 5/21/2025 ✔