DIME - Test Summary

Summary for Test 2021-06-17-49-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 215627 DEA: 032G2004 EFIS: 0321000024
DIST-CO-RTE-PM	03-YOL-128-0.0/9.8
Award Date	05/11/2021
Closeout Date	01/20/2022
Work Description	PLACE RHMA AND REPLACE ASPHALT CONCRETE.
Location Description	YOLO COUNTY IN AND NEAR WINTERS FROM PUTAH CREEK BRIDGE TO ROUTE 128/505 SEPARATION
QA Service Level	1 (Verified on 03/29/2021)

Sample Taken Date	06/17/2021	Sample Unique Key	49
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	07/21/2021
Sample type	Verification	A brief description of the sample	3/4" untreated Virgin Aggregate
The quantity of what the sample constitutes	8 Bags	From where was the sample collected	Supplier
First name of sampler or witnessed by	Sam	Last name of sampler or witnessed by	Mosallem
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Teichert Woodland Plant	Transportation Laboratory (TL) Number
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)	91-57-0006
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	Hot Bins
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2021-06-17-49

DIME Test ID: 2021-06-17-49-1

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: 2021-08-09

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: Julian Gonzales

Date of test: 07/22/2021

Cumulative percent passing the 1 1/2 in. sieve: 0 %

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: 86 %

Cumulative percent passing the 3/8 in. sieve: 74 %

Cumulative percent passing the #4 sieve: 31 %

Cumulative percent passing the #8 sieve: 22 %

Cumulative percent passing the #16 sieve: 16 %

Cumulative percent passing the #30 sieve: 11 %

Cumulative percent passing the #50 sieve: 6 %

Cumulative percent passing the #100 sieve: 4 %

Cumulative percent passing the #200 sieve: 2.2 %

General comments (publicly viewable) (Max 1000 characters): JMF 21-031.

Test was verified on 8/9/2021 ✔