DIME - Test Summary

Summary for Test 2020-05-04-8-9

Test performed: AASHTO T30-19

Project Identifiers	Project ID: 214314 DEA: 081F6904 EFIS: 0815000016
DIST-CO-RTE-PM	08-RIV-79-0.0/15.6
Award Date	10/02/2019
Closeout Date	03/23/2021
Work Description	COLD PLANE AC PAVEMENT AND PLACE RHMA-G.
Location Description	RIVERSIDE COUNTY NEAR TEMECULA FROM SAN DIEGO COUNTY LINE TO 0.4 MILE EAST OF BUTTERFIELD STAGE ROAD
QA Service Level	1 (Verified on 12/12/2019)

Sample Taken Date	05/04/2020	Sample Unique Key	8
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	05/05/2020
Sample type	Verification	A brief description of the sample	3/4 HMA-A-SP R15 Aggregate and RAP
The quantity of what the sample constitutes	PSUE 6 Bags	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	All American Asphalt Corona	Last name of sampler or witnessed by	QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	0208A-20	Linked DIME Sample ID
The fabricator/manufacturer/facility name	All American Asphalt Corona	Transportation Laboratory (TL) Number
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)	91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample	3/4 HMA-A-SP R15	The fabricator/manufacturer designation for the sample
The plant number	105927	A detailed description of where the material sample was collected	Belt Cut at All American Corona Plant
Where the material sample would have been placed if not sampled	Asphalt Paving	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-05-04-8

DIME Test ID: 2020-05-04-8-9

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

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

Test Release Date: 2020-05-12

Does this test use 1/4 sieve?: Yes

Is an aggregate correction factor used?: No

Input Type: Calculated

Tester's full name: Satish Jain

Date of test: 05/08/2020

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: 96 %

Cumulative percent passing the 3/8 in. sieve: 87 %

Cumulative percent passing the 1/4 in. sieve: 87 %

Cumulative percent passing the #4 sieve: 57 %

Cumulative percent passing the #8 sieve: 37 %

Cumulative percent passing the #16 sieve: 28 %

Cumulative percent passing the #30 sieve: 20 %

Cumulative percent passing the #50 sieve: 15 %

Cumulative percent passing the #100 sieve: 11 %

Cumulative percent passing the #200 sieve: 7.8 %

General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven

Test was verified on 5/12/2020 ✔