DIME - Test Summary

Summary for Test 2017-05-05-12-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 212467 DEA: 024G4904 EFIS: 0214000004
DIST-CO-RTE-PM	02-SHA-44-44.9/45.5
Award Date	10/11/2016
Closeout Date	08/30/2018
Work Description	EXCAVATE AND HAUL SOIL/ROCK, PLACE AB/HMA, PROVIDE TRAFFIC CONTROL
Location Description	IN SHASTA COUNTY NEAR VIOLA FROM 1.7 MILES TO 1.1 MILES WEST OF NORTH BATTLE CREEK RESERVOIR ROAD
QA Service Level	1 (Verified on 05/23/2017)

Sample Taken Date	05/05/2017	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	05/05/2017
Sample type	Verification	A brief description of the sample	Untreated virgin aggregate
The quantity of what the sample constitutes	JMF Verification	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	J	Last name of sampler or witnessed by	Sturges
Title of sampler	Unknown	Telephone number of sampler	Unknown
Laboratory sample identification	D76918, 17-0215	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Northstate Asphalt	Transportation Laboratory (TL) Number	002251
Inspector Lot Number from the Transportation Laboratory (TL) Form	JMF 17-04-S1	Structure unique identifier	Not set
Structure name	Not set

Material Type	Job Mix Formula Partial	Source Identification (SMARA, name of Pit or Job Site)	SMARA ID No. 91-45-0057
The fabricator's/manufacturer's product name for the sample	3/4 inch Type A HMA	The fabricator/manufacturer designation for the sample	L170304
The plant number	Unknown	A detailed description of where the material sample was collected	Untreated stockpiles
Where the material sample would have been placed if not sampled	Unknown	Superpave or Non-superpave Mix	Superpave

DIME Sample ID: 2017-05-05-12

DIME Test ID: 2017-05-05-12-1

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2018-03-22

What type of gradation is being tested?: Combined 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: Ward Jenkins

Date of test: 05/23/2017

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: 90 %

Cumulative percent passing the 3/8 in. sieve: 72 %

Cumulative percent passing the #4 sieve: 45 %

Cumulative percent passing the #8 sieve: 30 %

Cumulative percent passing the #16 sieve: 20 %

Cumulative percent passing the #30 sieve: 14 %

Cumulative percent passing the #50 sieve: 10 %

Cumulative percent passing the #100 sieve: 7 %

Cumulative percent passing the #200 sieve: 5 %

General comments (publicly viewable) (Max 1000 characters): BETA TESTING - not for use

Test was verified on 3/15/2018 ✔