DIME - Test Summary

Summary for Test 2022-09-07-71-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 993299 DEA: 022J3904 EFIS: 0221000073
DIST-CO-RTE-PM	02-SHA-44-45.5/51.6
Award Date	11/16/2021
Closeout Date	11/23/2022
Work Description	HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING.
Location Description	SHASTA COUNTY NEAR VIOLA FROM 3.0 MILES EAST OF DEER FLAT ROAD TO 0.5 MILE EAST OF BRIDGE CREEK ROAD
QA Service Level	1 (Verified on 10/18/2021)

Sample Taken Date	09/07/2022	Sample Unique Key	71
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	09/22/2022
Sample type	Department Acceptance	A brief description of the sample	Combined Lime Treated 3/8-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	JD	Last name of sampler or witnessed by	Atkinson
Title of sampler		Telephone number of sampler
Laboratory sample identification	D79153F	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Tullis – Northstate Asphalt (Redding, CA)	Transportation Laboratory (TL) Number	857909
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 Aggregates
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	Mathematically Combined Gradation per CT 384
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-09-07-71

DIME Test ID: 2022-09-07-71-1

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: 2022-09-22

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: Darrell Valasek

Date of test: 09/22/2022

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: 62 %

Cumulative percent passing the #8 sieve: 39 %

Cumulative percent passing the #16 sieve: 27 %

Cumulative percent passing the #30 sieve: 19 %

Cumulative percent passing the #50 sieve: 13 %

Cumulative percent passing the #100 sieve: 10 %

Cumulative percent passing the #200 sieve: 7.8 %

General comments (publicly viewable) (Max 1000 characters): Mathematically combined 75.0% virgin aggregate and 25.0% reclaimed aggregate per CT 384.

Test was verified on 9/22/2022 ✔