DIME - Test Summary

Summary for Test 2023-11-30-35-1

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	11/30/2023	Sample Unique Key	35
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	12/04/2023
Sample type	Quality Assurance	A brief description of the sample	1" x #4 Con Aggs & Con Sand
The quantity of what the sample constitutes	250 Yards	From where was the sample collected	Source
First name of sampler or witnessed by	Dustin	Last name of sampler or witnessed by	Fox
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	711 Materials Ridgecrest	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	DS 1500

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	Belt Cut at Batch Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number	718216A	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-11-30-35

DIME Test ID: 2023-11-30-35-1

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: 2023-12-08

What type of gradation is being tested?: 1 in. x No. 4 - Coarse Aggregate

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?: No

Input Type: Calculated

Tester's full name: Derek Carrington

Date of test: 12/07/2023

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: 71 %

Cumulative percent passing the 1/2 in. sieve: 26 %

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

Cumulative percent passing the #4 sieve: 3 %

Cumulative percent passing the #8 sieve: 2 %

General comments (publicly viewable) (Max 1000 characters): Con Agg 11-30-35

Test was verified on 12/8/2023 ✔