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Summary for Test 2022-10-21-31-3

Test performed: AASHTO T30-19

Project Information

Project Identifiers	Project ID: 214666 DEA: 022H8104 EFIS: 0217000012
DIST-CO-RTE-PM	02-TRI-299-1.67/45.12
Award Date	03/03/2022
Closeout Date	08/11/2023
Work Description	TRINITY CULVERTS
Location Description	CULVERT REHABILITATION IN TRINITY COUNTY NEAR SALYER AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF WHITE HOUSE GULCH ROAD TO 0.4 MILE WEST OF SLATTERY POND ROAD.
QA Service Level	1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date	10/21/2022	Sample Unique Key	31
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	10/21/2022
Sample type	Acceptance	A brief description of the sample	1 bag of Combined RAP
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	Consultant	Telephone number of sampler
Laboratory sample identification	D79177B	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Tullis – Northstate Asphalt (Redding, CA)	Transportation Laboratory (TL) Number	858106
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Information

Material Type	Reclaimed Asphalt Pavement	RAP Source	Northstate Asphalt, Redding, CA
Aggregate Size	1/2-inch	Aggregate Source
RAP Stockpile		Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2022-10-21-31

DIME Test ID: 2022-10-21-31-3

Testing Lab: CT D02 - Redding Northern Regional Laboratory

Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)

Test Release Date: 2022-10-31

Test Results

Does this test use 1/4 sieve?: Yes

Is an aggregate correction factor used?: No

Input Type: Measured

Tester's full name: Karen Dorado

Date of test: 10/28/2022

Total mass of material in the sample: 1683.5 grams

Cumulative mass retained on the 2 in. sieve: 0.0 grams

Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams

Cumulative mass retained on the 1 in. sieve: 0.0 grams

Cumulative mass retained on the 3/4 in. sieve: 0.0 grams

Cumulative mass retained on the 1/2 in. sieve: 196.3 grams

Cumulative mass retained on the 3/8 in. sieve: 482.7 grams

Cumulative mass retained on the 1/4 in. sieve: 716.7 grams

Cumulative mass retained on the #4 sieve: 839.8 grams

Cumulative mass retained on the #8 sieve: 1068.9 grams

Cumulative mass retained on the #16 sieve: 1235.8 grams

Cumulative mass retained on the #30 sieve: 1355.1 grams

Cumulative mass retained on the #50 sieve: 1446.5 grams

Cumulative mass retained on the #100 sieve: 1512.1 grams

Cumulative mass retained on the #200 sieve: 1554.6 grams

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: 100 %

Cumulative percent passing the 1/2 in. sieve: 88.3 %

Cumulative percent passing the 3/8 in. sieve: 71.3 %

Cumulative percent passing the 1/4 in. sieve: 57.4 %

Cumulative percent passing the #4 sieve: 50.1 %

Cumulative percent passing the #8 sieve: 36.5 %

Cumulative percent passing the #16 sieve: 26.6 %

Cumulative percent passing the #30 sieve: 19.5 %

Cumulative percent passing the #50 sieve: 14.1 %

Cumulative percent passing the #100 sieve: 10.2 %

Cumulative percent passing the #200 sieve: 7.7 %

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

Test was verified on 10/31/2022 ✔