DIME - Test Summary

Summary for Test 2020-02-07-18-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 214710 DEA: 051J4704 EFIS: 0517000184
DIST-CO-RTE-PM	05-SB-135-17.3/17.6
Award Date	05/27/2021
Closeout Date	08/17/2022
Work Description	BUNNY AVENUE AND NORTH BROADWAY PED IMPROVEMENTS
Location Description	SANTA BARBARA COUNTY IN SANTA MARIA AT BUNNY AVENUE AND FROM ROEMER WAY TO PREISKER LANE
QA Service Level	1 (Verified on 02/20/2020)

Sample Taken Date	02/07/2020	Sample Unique Key	18
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	02/07/2020
Sample type	Preliminary	A brief description of the sample	Native Basement Soil
The quantity of what the sample constitutes	Unknown	From where was the sample collected	Job Site
First name of sampler or witnessed by	Jacob	Last name of sampler or witnessed by	Berven
Title of sampler		Telephone number of sampler
Laboratory sample identification	D5 20-D-010	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Existing	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	Unknown
The fabricator/manufacturer designation for the sample	Unknown	A detailed description of where the material sample was collected	3 to 5 feet depth
Where the material sample would have been placed if not sampled	Unknown

DIME Sample ID: 2020-02-07-18

DIME Test ID: 2020-02-07-18-1

Testing Lab: CT D05 - San Luis Obispo District Laboratory

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

Test Release Date: 2020-02-18

What size aggregate is being tested?: Combined Gradation

Individual or cumulative mass retained on each sieve?: Individual 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: Daniel Gingras

Date of test: 02/12/2020

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: 98 %

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

Cumulative percent passing the 1/2 in. sieve: 97 %

Cumulative percent passing the 3/8 in. sieve: 96 %

Cumulative percent passing the #4 sieve: 94 %

Cumulative percent passing the #8 sieve: 92 %

Cumulative percent passing the #16 sieve: 89 %

Cumulative percent passing the #30 sieve: 82 %

Cumulative percent passing the #50 sieve: 55 %

Cumulative percent passing the #100 sieve: 22 %

Cumulative percent passing the #200 sieve: 8 %

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

Test was verified on 2/18/2020 ✔