DIME - Test Summary

Summary for Test 2020-07-31-14-3

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 214901 DEA: 044Q3304 EFIS: 0419000378
DIST-CO-RTE-PM	04-CC-24-R0.4/1.0
Award Date	06/12/2020
Closeout Date	04/12/2021
Work Description	COLD PLANE PAVEMENT AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT.
Location Description	CONTRA COSTA COUNTY FROM FISH RANCH ROAD TO 0.2 MILE WEST OF GATEWAY BOULEVARD OVERCROSSING
QA Service Level	1 (Verified on 10/19/2020)

Sample Taken Date	07/31/2020	Sample Unique Key	14
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	12/31/2019
Sample type	Verification	A brief description of the sample	Mix Aggregates to use in 1/2" RHMA-O-WMA
The quantity of what the sample constitutes	18 Bags (Shipped in 3 group of 6)	From where was the sample collected	Fabricator
First name of sampler or witnessed by	Lisa	Last name of sampler or witnessed by	Nordine
Title of sampler	QC Lab Tech	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	DSG Sunol Plant	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)	91-01-0007
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Sample collected from DSG Sonul
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-07-31-14

DIME Test ID: 2020-07-31-14-3

Testing Lab: CT D04 - Hayward DME / District Laboratory

Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)

Test Release Date: 2020-08-19

What type of gradation is being tested?: HMA Gradation

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

Does this test use 1/4 sieve? (question for HMA Gradation Type): No

Has the fine aggregate sample been reduced?: No

Input Type: Calculated

Tester's full name: Reza Dineli

Date of test: 08/05/2020

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: 97.3 %

Cumulative percent passing the 3/8 in. sieve: 80.3 %

Cumulative percent passing the #4 sieve: 30.4 %

Cumulative percent passing the #8 sieve: 11 %

Cumulative percent passing the #16 sieve: 6.7 %

Cumulative percent passing the #30 sieve: 4.9 %

Cumulative percent passing the #50 sieve: 3.7 %

Cumulative percent passing the #100 sieve: 2.5 %

Cumulative percent passing the #200 sieve: 1.6 %

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

Test was verified on 8/19/2020 ✔