DIME - Test Summary

Summary for Test 2014-11-26-2-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 3958 DEA: 07215914 EFIS: 0700001831
DIST-CO-RTE-PM	07-LA-5-1.2/2.1
Award Date	12/31/1969
Closeout Date	06/14/2016
Work Description	WIDEN AND REALIGN FREEWAY AND RECONSTRUCT OVERCROSSING STRUCTURE.
Location Description	LOS ANGELES COUNTY IN SANTA FE SPRINGS FROM 0.3 MILE SOUTH OF NORTH FORK COYOTE CREEK BRIDGE TO 0.3 MILE NORTH OF MARQUARDT AVENUE AND AT NORWALK HUB AND LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER
QA Service Level	1 (Verified on 05/01/2012)

Sample Taken Date	11/26/2014	Sample Unique Key	2
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	12/04/2014
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	Jose	Last name of sampler or witnessed by	Burbano
Title of sampler	Unknown	Telephone number of sampler	Unknown
Laboratory sample identification	4315B	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Br 53 3037 Abut 1	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	Br 53 3037 Abut 1
Where the material sample would have been placed if not sampled	Unknown

DIME Sample ID: 2014-11-26-2

DIME Test ID: 2014-11-26-2-1

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: 2015-02-20

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: Vance Olsen

Date of test: 12/12/2014

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: 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: 95 %

Cumulative percent passing the 3/8 in. sieve: 94 %

Cumulative percent passing the #4 sieve: 88 %

Cumulative percent passing the #8 sieve: 85 %

Cumulative percent passing the #16 sieve: 83 %

Cumulative percent passing the #30 sieve: 77 %

Cumulative percent passing the #50 sieve: 62 %

Cumulative percent passing the #100 sieve: 42 %

Cumulative percent passing the #200 sieve: 24.6 %

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

Test was verified on 2/20/2015 ✔