DIME - Test Summary

Summary for Test 2020-11-19-11-3

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	11/19/2020	Sample Unique Key	11
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	02/08/2021
Sample type	Verification	A brief description of the sample	RAP
The quantity of what the sample constitutes	JMF Verification	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	J. Buscheck (WITNESS)	Last name of sampler or witnessed by	J. Buscheck (WITNESS)
Title of sampler	Granite Personnel	Telephone number of sampler
Laboratory sample identification	JMF21-006	Linked DIME Sample ID	2020-11-19-10
The fabricator/manufacturer/facility name	Granite Construction Company -- Bradshaw Plant	Transportation Laboratory (TL) Number	Unknown
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Reclaimed Asphalt Pavement	RAP Source	Granite Construction Company Bradshaw Plant, RAP Bin 1
Aggregate Size		Aggregate Source
RAP Stockpile	Continuous	Stockpile Size (tons)	40,000
Reclaimed Asphalt Pavement Mix Number	Not set

DIME Sample ID: 2020-11-19-11

DIME Test ID: 2020-11-19-11-3

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: 2021-04-14

Does this test use 1/4 sieve?: No

Is an aggregate correction factor used?: No

Input Type: Calculated

Tester's full name: Terrance White

Date of test: 03/22/2021

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: 100 %

Cumulative percent passing the #4 sieve: 80 %

Cumulative percent passing the #8 sieve: 56 %

Cumulative percent passing the #16 sieve: 42 %

Cumulative percent passing the #30 sieve: 32 %

Cumulative percent passing the #50 sieve: 22 %

Cumulative percent passing the #100 sieve: 13 %

Cumulative percent passing the #200 sieve: 7.1 %

General comments (publicly viewable) (Max 1000 characters): JMF21-006.

Test was verified on 4/14/2021 ✔