DIME - Test Summary

Summary for Test 2023-09-12-35-2

Test performed: AASHTO T27-14

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	09/12/2023	Sample Unique Key	35
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	09/12/2023
Sample type	Department Acceptance	A brief description of the sample	3/4" CF & RAP
The quantity of what the sample constitutes	1 Bag CF & 1 Bag RAP 2250-2800	From where was the sample collected	Source
First name of sampler or witnessed by	Colton	Last name of sampler or witnessed by	Carrington
Title of sampler		Telephone number of sampler	7608748279
Laboratory sample identification	CFR-03	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)	00 00 0000
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	CF Divertor @ Plant
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: 2023-09-12-35

DIME Test ID: 2023-09-12-35-2

Testing Lab: CT D09 - Bishop Field Laboratory

Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)

Test Release Date: 2023-09-14

What type of gradation is being tested?: Combined Gradation

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

Does this test use 1/4 sieve? (question for HMA Gradation Type): No

Has the fine aggregate sample been reduced?: Yes

Input Type: Calculated

Tester's full name: Colton Carrington

Date of test: 09/12/2023

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: 94 %

Cumulative percent passing the 1/2 in. sieve: 80 %

Cumulative percent passing the 3/8 in. sieve: 71 %

Cumulative percent passing the #4 sieve: 42 %

Cumulative percent passing the #8 sieve: 30 %

Cumulative percent passing the #16 sieve: 23 %

Cumulative percent passing the #30 sieve: 17 %

Cumulative percent passing the #50 sieve: 11 %

Cumulative percent passing the #100 sieve: 7 %

Cumulative percent passing the #200 sieve: 4.5 %

General comments (publicly viewable) (Max 1000 characters): Final Grading combined with RAP

Test was verified on 9/14/2023 ✔