DIME - Test Summary

Summary for Test 2023-02-20-11-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676
DIST-CO-RTE-PM	04-SOL-80-R10.4/30.2
Award Date	01/18/2022
Closeout Date	Not set
Work Description	Highway widening, overhead signs, and electronic toll system.
Location Description	In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
QA Service Level	1 (Verified on 04/11/2022)

Sample Taken Date	02/20/2023	Sample Unique Key	11
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	03/20/2023
Sample type	Annual Source Testing	A brief description of the sample	PCC 3/8" PEA GRAVEL
The quantity of what the sample constitutes	2 bags	From where was the sample collected	Source
First name of sampler or witnessed by	Trenton	Last name of sampler or witnessed by	Crosse
Title of sampler	QCLab Manager	Telephone number of sampler	9166079151
Laboratory sample identification	23-ASC-0056	Linked DIME Sample ID	2023-02-20-9
The fabricator/manufacturer/facility name	Teichert Esparto	Transportation Laboratory (TL) Number	C727160
Inspector Lot Number from the Transportation Laboratory (TL) Form	Nick Hall	Structure unique identifier
Structure name	N/A	Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-57-0011
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	stockpiles
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: 2023-02-20-11

DIME Test ID: 2023-02-20-11-1

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: 2023-05-02

What size aggregate is being tested?: Coarse Aggregate

Input Type: Calculated

Tester's full name: Bang Nguyen

Date of test: 05/02/2023

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: 2.7 %

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 5/2/2023 ✔