DIME - Test Summary

Summary for Test 2014-12-08-1-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 7613 DEA: 071218W4 EFIS: 0700021119
DIST-CO-RTE-PM	07-LA-5-29.4/31.6
Award Date	11/29/2012
Closeout Date	07/31/2023
Work Description	REALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location Description	LOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
QA Service Level	1 (Verified on 10/08/2012)

Sample Taken Date	12/08/2014	Sample Unique Key	1
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	12/15/2014
Sample type	Acceptance	A brief description of the sample	Backfill Material
The quantity of what the sample constitutes	2 Bags	From where was the sample collected	Other
First name of sampler or witnessed by	Unknown	Last name of sampler or witnessed by	Unknown
Title of sampler	Unknown	Telephone number of sampler	Unknown
Laboratory sample identification	4332B	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	MSE Storage Pile Santa Clarita	Transportation Laboratory (TL) Number	Unknown
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	Unknown
The fabricator/manufacturer designation for the sample	Unknown	A detailed description of where the material sample was collected	MSE Storage Pile Santa Clarita
Where the material sample would have been placed if not sampled	Unknown

DIME Sample ID: 2014-12-08-1

DIME Test ID: 2014-12-08-1-1

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: 2015-02-23

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: Martin Ruiz

Date of test: 12/17/2014

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: 98 %

Cumulative percent passing the 1 1/2 in. sieve: 98 %

Cumulative percent passing the 1 in. sieve: 97 %

Cumulative percent passing the 3/4 in. sieve: 95 %

Cumulative percent passing the 1/2 in. sieve: 87 %

Cumulative percent passing the 3/8 in. sieve: 81 %

Cumulative percent passing the #4 sieve: 71 %

Cumulative percent passing the #8 sieve: 62 %

Cumulative percent passing the #16 sieve: 52 %

Cumulative percent passing the #30 sieve: 40 %

Cumulative percent passing the #50 sieve: 31 %

Cumulative percent passing the #100 sieve: 23 %

Cumulative percent passing the #200 sieve: 16 %

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

Test was verified on 2/23/2015 ✔