DIME - Test Summary

Summary for Test 2023-02-20-8-1

Test performed: CTM 202-November 2011

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	8
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	03/02/2023
Sample type	Annual Source Testing	A brief description of the sample	Con Sand
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	Con_23_192	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Teichert Woodland	Transportation Laboratory (TL) Number	C727162
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)	91-57-0002
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	Stockpile @ Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	fine
The concrete mix design number	none	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-02-20-8

DIME Test ID: 2023-02-20-8-1

Testing Lab: CT D04 - Concord Field Laboratory

Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2023-03-28

What size aggregate is being tested?: Fine Aggregate

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

For Combined Gradation only, has the fine aggregate sample been reduced?: No

For Combined Gradation only, use #40 Sieve?: No

Input Type: Measured

Tester's full name: Nick Hall

Date of test: 03/07/2023

Sieve Size	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of material in the sample	508 grams
3/8 in. sieve	0.0 grams	100 %
#4 sieve	0.0 grams	100 %
#8 sieve	68.0 grams	87 %
#16 sieve	164.0 grams	68 %
#30 sieve	278.0 grams	45 %
#50 sieve	422.0 grams	17 %
#100 sieve	482.0 grams	5 %
#200 sieve	498.0 grams	2 %
Cumulative mass retained on the pan	500.0 grams

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

Test was verified on 3/28/2023 ✔