DIME - Test Summary

Summary for Test 2021-11-30-65-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 214986 DEA: 041J9704 EFIS: 0414000404
DIST-CO-RTE-PM	04-SCL-17-2.8/13.94
Award Date	04/30/2021
Closeout Date	10/06/2025
Work Description	PAVING WITH RHMA, COLD PLANE AC, AND INSTALL CULVERT.
Location Description	SANTA CLARA COUNTY IN AND NEAR LOS GATOS, CAMPBELL AND SAN JOSE FROM HEBARD ROAD TO ROUTE 17/280 SEPARATION
QA Service Level	1 (Verified on 10/19/2020)

Sample Taken Date	11/30/2021	Sample Unique Key	65
Date that the sample was received by the laboratory/organization performing the testing	03/21/2022	Sample type	Annual Source Testing
A brief description of the sample	Coarse sample	The quantity of what the sample constitutes	1 bag
From where was the sample collected	Source	First name of sampler or witnessed by	F
Last name of sampler or witnessed by	Vega	Title of sampler	Consultant
Telephone number of sampler		Laboratory sample identification	22-PCCC-0036
Linked DIME Sample ID		The fabricator/manufacturer/facility name	A.R Wilson Quarry
Transportation Laboratory (TL) Number	C570864	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)	91-35-0012
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	Aromas, CA
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	Not set

DIME Sample ID: 2021-11-30-65

DIME Test ID: 2021-11-30-65-1

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: 2022-04-15

What size aggregate is being tested?: Coarse Aggregate

Input Type: Calculated

Tester's full name: Ryan Kester/ Jay Horton

Date of test: 04/15/2022

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: 2.1 %

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 4/15/2022 ✔