DIME - Test Summary

Summary for Test 2020-05-13-34-9

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 212324 DEA: 033F5104 EFIS: 0313000020
DIST-CO-RTE-PM	03-YUB-20-R18.1/R20.1
Award Date	10/31/2019
Closeout Date	08/03/2023
Work Description	Construct bridge, realign curve & widen shoulders.
Location Description	Construction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road.
QA Service Level	1 (Verified on 02/27/2020)

Sample Taken Date	05/13/2020	Sample Unique Key	34
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	05/13/2020
Sample type	Verification	A brief description of the sample	1/2 inch HMA -A with RAP
The quantity of what the sample constitutes	JMF Verification	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Kenny	Last name of sampler or witnessed by	McHugh
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Teichert Materials Hallwood	Transportation Laboratory (TL) Number	c741853
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)	91-58-0006::HALLWOOD PLANT
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		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-05-13-34

DIME Test ID: 2020-05-13-34-9

Testing Lab: CT D03 - Olivehurst 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: 2020-11-11

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: Jeff Herbert

Date of test: 05/15/2020

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: 99 %

Cumulative percent passing the 3/8 in. sieve: 87 %

Cumulative percent passing the #4 sieve: 57 %

Cumulative percent passing the #8 sieve: 39 %

Cumulative percent passing the #16 sieve: 27 %

Cumulative percent passing the #30 sieve: 20 %

Cumulative percent passing the #50 sieve: 12 %

Cumulative percent passing the #100 sieve: 7 %

Cumulative percent passing the #200 sieve: 4.6 %

General comments (publicly viewable) (Max 1000 characters): JMF20-020

Test was verified on 11/11/2020 ✔