DIME - Test Summary

Summary for Test 2020-06-19-17-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 214528 DEA: 024G5404 EFIS: 0214000024
DIST-CO-RTE-PM	02-TEH-36-40.3/42.1
Award Date	01/08/2020
Closeout Date	09/15/2021
Work Description	PLACE HMA AND MINOR CONCRETE, AND MODIFY ELECTRICAL SYSTEM.
Location Description	TEHAMA COUNTY IN RED BLUFF FROM 0.6 MILE EAST OF BAKER ROAD TO 0.2 MILE EAST OF EAST SAND SLOUGH BRIDGE
QA Service Level	1 (Verified on 01/22/2020)

Sample Taken Date	06/19/2020	Sample Unique Key	17
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	06/19/2020
Sample type	Verification	A brief description of the sample	1/2-inch Type A Treated Virgin Aggreagte
The quantity of what the sample constitutes	JMF Verification Renewal	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Cindy	Last name of sampler or witnessed by	Bryant
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	D78493A	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Northstate Asphalt - Redding, CA	Transportation Laboratory (TL) Number	853464
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)	91-45-0057
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	Cold Feed
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number	JMF 19-11-R1	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-06-19-17

DIME Test ID: 2020-06-19-17-1

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: 2020-07-28

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): Yes

Has the fine aggregate sample been reduced?: No

Input Type: Calculated

Tester's full name: Arthur Mills

Date of test: 06/22/2020

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: 95.8 %

Cumulative percent passing the 3/8 in. sieve: 83.5 %

Cumulative percent passing the 1/4 in. sieve: 62.5 %

Cumulative percent passing the #4 sieve: 50.9 %

Cumulative percent passing the #8 sieve: 31.3 %

Cumulative percent passing the #16 sieve: 20.4 %

Cumulative percent passing the #30 sieve: 13.9 %

Cumulative percent passing the #50 sieve: 9.6 %

Cumulative percent passing the #100 sieve: 6.9 %

Cumulative percent passing the #200 sieve: 5.1 %

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

Test was verified on 7/28/2020 ✔