DIME - Test Summary

Summary for Test 2019-09-17-25-3

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 214029 DEA: 07301104 EFIS: 0714000009
DIST-CO-RTE-PM	07-LA-60,710-710-R2.8/11.8, 24.1/25.1
Award Date	06/03/2019
Closeout Date	10/17/2023
Work Description	Roadway ex, place jointed plain concrete pavement & concrete barrieres
Location Description	In Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation.
QA Service Level	1 (Verified on 06/25/2019)

Sample Taken Date	09/17/2019	Sample Unique Key	25
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	09/19/2019
Sample type	Per Request	A brief description of the sample	Native Soil
The quantity of what the sample constitutes	2 bags	From where was the sample collected	Job Site
First name of sampler or witnessed by	Sonny	Last name of sampler or witnessed by	Nogoy
Title of sampler	TE	Telephone number of sampler
Laboratory sample identification	8715	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Caltrans	Transportation Laboratory (TL) Number	C664537
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	WB Rte 60 Right Shoulder
Where the material sample would have been placed if not sampled	Unknown

DIME Sample ID: 2019-09-17-25

DIME Test ID: 2019-09-17-25-3

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: 2019-10-15

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: Friday Ofoegbu

Date of test: 09/20/2019

Cumulative percent passing the 3 in. sieve: 0 %

Cumulative percent passing the 2 1/2 in. sieve: 0 %

Cumulative percent passing the 2 in. sieve: 99 %

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: 95 %

Cumulative percent passing the 1/2 in. sieve: 88 %

Cumulative percent passing the 3/8 in. sieve: 84 %

Cumulative percent passing the #4 sieve: 76 %

Cumulative percent passing the #8 sieve: 71 %

Cumulative percent passing the #16 sieve: 65 %

Cumulative percent passing the #30 sieve: 60 %

Cumulative percent passing the #50 sieve: 52 %

Cumulative percent passing the #100 sieve: 40 %

Cumulative percent passing the #200 sieve: 14 %

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

Test was verified on 10/15/2019 ✔