DIME - Test Summary

Summary for Test 2019-07-30-16-2

Test performed: AASHTO T30-19

Project Identifiers	Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125
DIST-CO-RTE-PM	02-SHA-5-R3.8/R11.7
Award Date	11/06/2018
Closeout Date	08/16/2023
Work Description	WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location Description	SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level	1 (Verified on 12/31/2018)

Sample Taken Date	07/30/2019	Sample Unique Key	16
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	07/30/2019
Sample type	Verification	A brief description of the sample	Combined RAP, 3/8-inch
The quantity of what the sample constitutes	JMF Verification	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Colt	Last name of sampler or witnessed by	Sweeny
Title of sampler		Telephone number of sampler
Laboratory sample identification	D78055	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Fawndale Rock Quarry	Transportation Laboratory (TL) Number	736161
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Reclaimed Asphalt Pavement	RAP Source	Fawndale Rock and Asphalt, Redding, CA
Aggregate Size	Combined, 3/8-inch	Aggregate Source	Unknown
RAP Stockpile		Stockpile Size (tons)	Unknown
Reclaimed Asphalt Pavement Mix Number	Not set

DIME Sample ID: 2019-07-30-16

DIME Test ID: 2019-07-30-16-2

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: 2020-03-09

Does this test use 1/4 sieve?: Yes

Is an aggregate correction factor used?: No

Input Type: Calculated

Tester's full name: Ward Jenkins

Date of test: 08/01/2019

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: 100 %

Cumulative percent passing the 3/8 in. sieve: 97.4 %

Cumulative percent passing the 1/4 in. sieve: 79.1 %

Cumulative percent passing the #4 sieve: 67 %

Cumulative percent passing the #8 sieve: 47.1 %

Cumulative percent passing the #16 sieve: 34.5 %

Cumulative percent passing the #30 sieve: 26 %

Cumulative percent passing the #50 sieve: 19.6 %

Cumulative percent passing the #100 sieve: 14.2 %

Cumulative percent passing the #200 sieve: 10.4 %

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

Test was verified on 3/9/2020 ✔