DIME - Test Summary

Summary for Test 2020-02-26-12-3

Test performed: AASHTO T30-19

Project Identifiers	Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246
DIST-CO-RTE-PM	03-SAC-5-9.7/24.9
Award Date	05/01/2019
Closeout Date	02/22/2024
Work Description	Not set
Location Description	Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
QA Service Level	1 (Verified on 07/19/2019)

Sample Taken Date	02/26/2020	Sample Unique Key	12
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	03/04/2020
Sample type	Verification	A brief description of the sample	3/4 " HMA-A w/RAP (Long Life, Int)
The quantity of what the sample constitutes	JMF Verification	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Walt (WITNESS)	Last name of sampler or witnessed by	Wylie (WITNESS)
Title of sampler	Granite Personnel	Telephone number of sampler
Laboratory sample identification	JMF20-005	Linked DIME Sample ID	2020-02-26-11
The fabricator/manufacturer/facility name	Granite - Valley Region Bradshaw	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Reclaimed Asphalt Pavement	RAP Source	GCCO Bradshaw Plant, Bin 1
Aggregate Size		Aggregate Source
RAP Stockpile	Continuous	Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number	Not set

DIME Sample ID: 2020-02-26-12

DIME Test ID: 2020-02-26-12-3

Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory

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

Test Release Date: 2021-01-08

Does this test use 1/4 sieve?: No

Is an aggregate correction factor used?: No

Input Type: Calculated

Tester's full name: Kavon Rastegar

Date of test: 03/12/2020

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: 99 %

Cumulative percent passing the #4 sieve: 75 %

Cumulative percent passing the #8 sieve: 54 %

Cumulative percent passing the #16 sieve: 40 %

Cumulative percent passing the #30 sieve: 31 %

Cumulative percent passing the #50 sieve: 23 %

Cumulative percent passing the #100 sieve: 16 %

Cumulative percent passing the #200 sieve: 11.8 %

General comments (publicly viewable) (Max 1000 characters): JMF20-005

Test was verified on 1/8/2021 ✔