DIME - Test Summary

Summary for Test 2020-06-03-36-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 214582 DEA: 020J1704 EFIS: 0219000068
DIST-CO-RTE-PM	02-SIS-3-36.0/38.1,R45.0/R46.9
Award Date	02/06/2020
Closeout Date	08/27/2020
Work Description	ASPHALT RUBBER CHIP SEAL WITH REPLACE AC SURFACING AND STRIPING.
Location Description	SISKIYOU COUNTY IN AND NEAR YREKA FROM 0.2 MILE NORTH OF REIDEL RANCH ROAD TO MOFFETT CREEK ROAD AND FROM 3.5 MILES NORTH OF UPPER SOAP CREEK ROAD TO 0.7 MILE NORTH OF RICHMAN ROAD
QA Service Level	1 (Verified on 01/22/2020)

Sample Taken Date	06/03/2020	Sample Unique Key	36
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	06/03/2020
Sample type	Acceptance	A brief description of the sample	3/8" Chips and Sand
The quantity of what the sample constitutes	not provided	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	John	Last name of sampler or witnessed by	Carmichael
Title of sampler		Telephone number of sampler
Laboratory sample identification	D78454	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Northstate Asphalt	Transportation Laboratory (TL) Number	990766
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)	91-45-0061 LATONA AGGREGATES
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	stock pile
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-06-03-36

DIME Test ID: 2020-06-03-36-1

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: 2020-10-12

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): Yes

Has the fine aggregate sample been reduced?: No

Input Type: Calculated

Tester's full name: Arthur Mills

Date of test: 06/03/2020

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: 98 %

Cumulative percent passing the 3/8 in. sieve: 70 %

Cumulative percent passing the #4 sieve: 6 %

Cumulative percent passing the #8 sieve: 2 %

Cumulative percent passing the #16 sieve: 1 %

Cumulative percent passing the #30 sieve: 1 %

Cumulative percent passing the #50 sieve: 1 %

Cumulative percent passing the #100 sieve: 1 %

Cumulative percent passing the #200 sieve: 1 %

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

Test was verified on 10/12/2020 ✔