DIME - Test Summary

Summary for Test 2024-02-28-13-1

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	02/28/2024	Sample Unique Key	13
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	02/28/2024
Sample type	Quality Assurance	A brief description of the sample	Native Structural Backfill
The quantity of what the sample constitutes	Pretesting new material for use on project	From where was the sample collected	Job Site
First name of sampler or witnessed by	Daniel	Last name of sampler or witnessed by	Ringler
Title of sampler	Lab Technician	Telephone number of sampler	7078161520
Laboratory sample identification	Con_24_077	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Native	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Soil	The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample		A detailed description of where the material sample was collected	From mini stockpiles at jobsite from multiple locations stations 549+00, 552+00 and 555+00
Where the material sample would have been placed if not sampled

DIME Sample ID: 2024-02-28-13

DIME Test ID: 2024-02-28-13-1

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: 2024-03-01

What size aggregate is being tested?: Combined Gradation

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: Calculated

Tester's full name: Nicholas Hall

Date of test: 02/29/2024

Cumulative percent passing the 3 in. sieve: 100 %

Cumulative percent passing the 2 1/2 in. sieve: 100 %

Cumulative percent passing the 2 in. sieve: 100 %

Cumulative percent passing the 1 1/2 in. sieve: 100 %

Cumulative percent passing the 1 in. sieve: 99 %

Cumulative percent passing the 3/4 in. sieve: 98 %

Cumulative percent passing the 1/2 in. sieve: 92 %

Cumulative percent passing the 3/8 in. sieve: 88 %

Cumulative percent passing the #4 sieve: 78 %

Cumulative percent passing the #8 sieve: 74 %

Cumulative percent passing the #16 sieve: 70 %

Cumulative percent passing the #30 sieve: 67 %

Cumulative percent passing the #50 sieve: 62 %

Cumulative percent passing the #100 sieve: 37 %

Cumulative percent passing the #200 sieve: 21 %

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

Test was verified on 3/1/2024 ✔