DIME - Test Summary

Summary for Test 2023-05-23-89-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 994387 DEA: 023J7704 EFIS: 0222000082
DIST-CO-RTE-PM	02-SIS-96-97.2/103.0
Award Date	12/23/2022
Closeout Date	04/11/2024
Work Description	RHMA OVERLAY, REPLACE AC SURFACING, GUARDRAIL AND TRAFFIC STRIPE.
Location Description	SISKIYOU COUNTY ABOUT 21 MILES EAST OF HORSE CREEK FROM 4.2 MILES EAST OF EMPIRE CREEK BRIDGE TO 0.4 MILE WEST OF ROUTE 263
QA Service Level	1 (Verified on 03/28/2023)

Sample Taken Date	05/23/2023	Sample Unique Key	89
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	05/22/2023
Sample type	Verification	A brief description of the sample	2 bags of Untreated Crushed Fines Sized Virgin Aggregate
The quantity of what the sample constitutes	JMF 23-04-S01	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Joe	Last name of sampler or witnessed by	Delgado
Title of sampler	Consultant	Telephone number of sampler
Laboratory sample identification	D79247C	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Tullis - Northstate Asphalt - Redding, CA	Transportation Laboratory (TL) Number	815620
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)	91-45-0057::Shasta Ranch - Anderson, CA
The fabricator's/manufacturer's product name for the sample	Crushed Fines	The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Stockpile at Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	fine
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-05-23-89

DIME Test ID: 2023-05-23-89-1

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: 2023-07-10

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?: Yes

Input Type: Calculated

Tester's full name: Josh Murphy and Joe Mishoe

Date of test: 06/02/2023

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: 100 %

Cumulative percent passing the 1/2 in. sieve: 100 %

Cumulative percent passing the 3/8 in. sieve: 100 %

Cumulative percent passing the #4 sieve: 99 %

Cumulative percent passing the #8 sieve: 69 %

Cumulative percent passing the #16 sieve: 44 %

Cumulative percent passing the #30 sieve: 30 %

Cumulative percent passing the #50 sieve: 21 %

Cumulative percent passing the #100 sieve: 15 %

Cumulative percent passing the #200 sieve: 11.2 %

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

Test was verified on 7/10/2023 ✔