DIME - Test Summary

Summary for Test 2022-12-05-65-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 993776 DEA: 040J3004 EFIS: 0413000433
DIST-CO-RTE-PM	04-SON-1-26.7/27.1
Award Date	07/08/2022
Closeout Date	Not set
Work Description	CONSTRUCTING RETAINING WALL AND CONFINEMENT SYSTEM TO RESTORE SLIPOUT.
Location Description	SONOMA COUNTY NEAR JENNER FROM 0.3 MILE TO 0.7 MILE NORTH OF MEYERS GRADE ROAD
QA Service Level	1 (Verified on 05/11/2022)

Sample Taken Date	12/05/2022	Sample Unique Key	65
Will the laboratory/organization for which you are a member perform testing on this material sample?	Yes	Date that the sample was received by the laboratory/organization performing the testing	02/24/2023
Sample type	Annual Source Testing	A brief description of the sample	coarse aggregate
The quantity of what the sample constitutes	3 bags	From where was the sample collected	Source
First name of sampler or witnessed by	Jeff	Last name of sampler or witnessed by	Rhodes
Title of sampler	Plant QC	Telephone number of sampler
Laboratory sample identification	23-ASC-0031	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Canyon Rock Quarry	Transportation Laboratory (TL) Number	C101280
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)	91-49-0004
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample	Forestville CA
The plant number		A detailed description of where the material sample was collected	Stockpile
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: 2022-12-05-65

DIME Test ID: 2022-12-05-65-1

Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory

Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate

Test Release Date: 2023-04-10

What size aggregate is being tested?: Coarse Aggregate

Input Type: Calculated

Tester's full name: Bang Nguyen

Date of test: 04/07/2023

Percentage Loss of material retained on 2 x 1 ½ in. sieve: no data

Percentage Loss of material retained on 1 ½ x 1 in. sieve: no data

Percentage Loss of material retained on 1 x ¾ in. sieve: no data

Percentage Loss of material retained on ¾ x ½ in. sieve: no data

Percentage Loss of material retained on ½ x ⅜ in. sieve: no data

Percentage Loss of material retained on ⅜ in. x #4 sieve: no data

Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: no data

Percentage Loss of material retained on 1 in. through 3/4 in. sieve: no data

Percentage Loss of material retained on 3/4 in. through #4 sieve: no data

Weighted Average Percent Loss of Coarse Aggregate: 1.6 %

Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum): no data

Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum): no data

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

Test was verified on 4/10/2023 ✔