DIME - Test Summary

Summary for Test 2024-04-12-6-1

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	04/12/2024	Sample Unique Key	6
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	04/12/2024
Sample type	Quality Assurance	A brief description of the sample	AB #66 Windrow in S. Line, second lift at station 1487+50
The quantity of what the sample constitutes	0-2000 CY	From where was the sample collected	Job Site
First name of sampler or witnessed by	Jerid	Last name of sampler or witnessed by	Jupelian
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Fisher Sand and Gravel	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	Jobsite
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Windrow
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-04-12-6

DIME Test ID: 2024-04-12-6-1

Testing Lab: CT D09 - Bishop Field Laboratory

Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2024-04-22

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?: Yes

For Combined Gradation only, use #40 Sieve?: No

Input Type: Calculated

Tester's full name: Derek Carrington

Date of test: 04/16/2024

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: 96 %

Cumulative percent passing the 1/2 in. sieve: 83 %

Cumulative percent passing the 3/8 in. sieve: 74 %

Cumulative percent passing the #4 sieve: 58 %

Cumulative percent passing the #8 sieve: 44 %

Cumulative percent passing the #16 sieve: 34 %

Cumulative percent passing the #30 sieve: 24 %

Cumulative percent passing the #50 sieve: 19 %

Cumulative percent passing the #100 sieve: 13 %

Cumulative percent passing the #200 sieve: 8.2 %

General comments (publicly viewable) (Max 1000 characters): AB #66 Location: S. Line, second lift at station 1487+50 Request for Testing: RVALUE

Test was verified on 4/22/2024 ✔