DIME - Test Summary

Summary for Test 2020-06-09-32-5

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125
DIST-CO-RTE-PM	02-SHA-5-R3.8/R11.7
Award Date	11/06/2018
Closeout Date	08/16/2023
Work Description	WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location Description	SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level	1 (Verified on 12/31/2018)

Sample Taken Date	06/09/2020	Sample Unique Key	32
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	06/10/2020
Sample type	Acceptance	A brief description of the sample	Untreated Virgin Aggregate
The quantity of what the sample constitutes	not provided	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	JD	Last name of sampler or witnessed by	Atkinson
Title of sampler		Telephone number of sampler
Laboratory sample identification	D78463	Linked DIME Sample ID
The fabricator/manufacturer/facility name	JF Shea Fawndale	Transportation Laboratory (TL) Number	036446
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)	91-45-0017
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	Stockpile @ Plant
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: 2020-06-09-32

DIME Test ID: 2020-06-09-32-5

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: 2020-09-24

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: 06/10/2020

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: 92.6 %

Cumulative percent passing the 3/8 in. sieve: 78.6 %

Cumulative percent passing the 1/4 in. sieve: 56 %

Cumulative percent passing the #4 sieve: 37.9 %

Cumulative percent passing the #8 sieve: 14.5 %

Cumulative percent passing the #16 sieve: 8.4 %

Cumulative percent passing the #30 sieve: 5.8 %

Cumulative percent passing the #50 sieve: 4.3 %

Cumulative percent passing the #100 sieve: 3.4 %

Cumulative percent passing the #200 sieve: 2.73 %

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

Test was verified on 9/24/2020 ✔