DIME - Test Summary

Summary for Test 2021-06-17-58-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 212777 DEA: 021H1104 EFIS: 0215000106
DIST-CO-RTE-PM	02-LAS-299-25.58/25.58
Award Date	12/04/2019
Closeout Date	08/14/2023
Work Description	BUILDING WORK.
Location Description	LASSEN COUNTY ABOUT 11 MILES EAST OF BIEBER AT THE ADIN MAINTENANCE STATION
QA Service Level	1 (Verified on 01/08/2019)

Sample Taken Date	06/17/2021	Sample Unique Key	58
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	06/21/2021
Sample type	Acceptance	A brief description of the sample	Combined Lime Treated 1/2-inch Type A Aggregate
The quantity of what the sample constitutes	Production Start-Up Evaluation	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Emilio	Last name of sampler or witnessed by	Chavez
Title of sampler		Telephone number of sampler
Laboratory sample identification	D78847F	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Eagle Peak Rock and Paving – Alturas Plant (Alturas, CA)	Transportation Laboratory (TL) Number	766443
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	Not Applicable

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-25-0029::Hogsback
The fabricator's/manufacturer's product name for the sample	Unknown	The fabricator/manufacturer designation for the sample	Unknown
The plant number	Unknown	A detailed description of where the material sample was collected	Mathematically Combined Gradation
Where the material sample would have been placed if not sampled	02 LAS 299 PM 25 6	Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number	Not Applicable	Lot number	Unknown
Sublot number	Unknown	Aggregate Mix Number	Not set

DIME Sample ID: 2021-06-17-58

DIME Test ID: 2021-06-17-58-1

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2022-01-13

What type of gradation is being tested?: HMA 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?: No

Input Type: Calculated

Tester's full name: Ward Jenkins

Date of test: 06/28/2021

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: 100 %

Cumulative percent passing the 1/2 in. sieve: 96 %

Cumulative percent passing the 3/8 in. sieve: 83 %

Cumulative percent passing the #4 sieve: 57 %

Cumulative percent passing the #8 sieve: 35 %

Cumulative percent passing the #16 sieve: 21 %

Cumulative percent passing the #30 sieve: 13 %

Cumulative percent passing the #50 sieve: 9 %

Cumulative percent passing the #100 sieve: 7 %

Cumulative percent passing the #200 sieve: 5 %

General comments (publicly viewable) (Max 1000 characters): CT 384

Test was verified on 1/13/2022 ✔