DIME - Test Summary

Summary for Test 2014-12-11-2-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 210199 DEA: 07286301 EFIS: 0713000216 COOP: 074932
DIST-CO-RTE-PM	07-LA--66/70
Award Date	Not set
Closeout Date	Not set
Work Description	Widen Route 138 to 4 lanes with a median turn lane and standard width shoulder.
Location Description	IN LOS ANGELES COUNTY IN PALMDALE FROM 0.4 MILE WEST OF 190TH STREET EAST TO ROUTE 18 JUNCTION
QA Service Level	2 (Verified on 02/02/2015)

Sample Taken Date	12/11/2014	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	12/11/2014
Sample type	Preliminary	A brief description of the sample	Soil
The quantity of what the sample constitutes	1 Bag	From where was the sample collected	Source
First name of sampler or witnessed by	Kristopher	Last name of sampler or witnessed by	Barker
Title of sampler	Engineering Geologist	Telephone number of sampler	Unknown
Laboratory sample identification	4334B	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	A 14 001 S 1	Transportation Laboratory (TL) Number	C707710 S1
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	A 14 001 S1
Where the material sample would have been placed if not sampled	Unknown

DIME Sample ID: 2014-12-11-2

DIME Test ID: 2014-12-11-2-1

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: 2015-02-23

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: Vincent Onoh

Date of test: 12/31/2014

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: 100 %

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

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

Cumulative percent passing the 3/8 in. sieve: 92 %

Cumulative percent passing the #4 sieve: 88 %

Cumulative percent passing the #8 sieve: 83 %

Cumulative percent passing the #16 sieve: 73 %

Cumulative percent passing the #30 sieve: 60 %

Cumulative percent passing the #50 sieve: 46 %

Cumulative percent passing the #100 sieve: 33 %

Cumulative percent passing the #200 sieve: 23.8 %

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

Test was verified on 2/23/2015 ✔