DIME - Test Summary

Summary for Test 2014-06-04-8005668-3

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 209240 DEA: 07259204 EFIS: 0700020196
DIST-CO-RTE-PM	07-LA-10-R8.8/13.5
Award Date	03/10/2014
Closeout Date	04/11/2017
Work Description	CONSTRUCT AUSTIN VAULT SAND FILTER BEDS.
Location Description	LOS ANGELES COUNTY IN LOS ANGELES FROM LA CIENEGA BOULEVARD TO 0.3 MILE WEST OF VERMONT AVENUE
QA Service Level	1 (Verified on 04/18/2014)

Sample Taken Date	06/04/2014	Sample Unique Key	8005668
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	06/05/2014
Sample type	Acceptance	A brief description of the sample	Structure Backfill
The quantity of what the sample constitutes	2 Bags	From where was the sample collected	Source
First name of sampler or witnessed by	Unknown	Last name of sampler or witnessed by	Unknown
Title of sampler	Not set	Telephone number of sampler	Not set
Laboratory sample identification	Not set	Linked DIME Sample ID	Not set
The fabricator/manufacturer/facility name	Beverly Hills	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier	Not set
Structure name	Not set

Material Type	Soil	The fabricator's/manufacturer's product name for the sample	Not set
The fabricator/manufacturer designation for the sample	Not set	A detailed description of where the material sample was collected	Conveyer Belt
Where the material sample would have been placed if not sampled	Not set

DIME Sample ID: 2014-06-04-8005668

DIME Test ID: 2014-06-04-8005668-3

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

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

Test Release Date: 2015-02-17

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: Charles McDonald

Date of test: 06/04/2014

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: 99 %

Cumulative percent passing the 1 in. sieve: 97 %

Cumulative percent passing the 3/4 in. sieve: 96 %

Cumulative percent passing the 1/2 in. sieve: 93 %

Cumulative percent passing the 3/8 in. sieve: 91 %

Cumulative percent passing the #4 sieve: 85 %

Cumulative percent passing the #8 sieve: 77 %

Cumulative percent passing the #16 sieve: 64 %

Cumulative percent passing the #30 sieve: 49 %

Cumulative percent passing the #50 sieve: 37 %

Cumulative percent passing the #100 sieve: 26 %

Cumulative percent passing the #200 sieve: 17.9 %

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

Test was verified on 2/17/2015 ✔