DIME - Test Summary

Summary for Test 2019-04-10-19-11

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 214135 DEA: 09213404 EFIS: 0900000030
DIST-CO-RTE-PM	09-INY-395-29.9/41.8
Award Date	10/22/2021
Closeout Date	Not set
Work Description	ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location Description	INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
QA Service Level	1 (Verified on 05/03/2019)

Sample Taken Date	04/10/2019	Sample Unique Key	19
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	04/10/2019
Sample type	Per Request	A brief description of the sample	Native Material
The quantity of what the sample constitutes	2 bags	From where was the sample collected	Job Site
First name of sampler or witnessed by	Dereck	Last name of sampler or witnessed by	Carrington
Title of sampler		Telephone number of sampler
Laboratory sample identification	8541	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Caltrans Right of Way	Transportation Laboratory (TL) Number
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	Exisiting Grade
Where the material sample would have been placed if not sampled	Unknown

DIME Sample ID: 2019-04-10-19

DIME Test ID: 2019-04-10-19-11

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: 2019-05-15

What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate

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: Kiet Phan

Date of test: 04/13/2019

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: 89 %

Cumulative percent passing the #8 sieve: 82 %

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

Test was verified on 5/8/2019 ✔