DIME - Test Summary

Summary for Test 2023-10-03-22-13

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 995146 DEA: 061G1104 EFIS: 0623000147
DIST-CO-RTE-PM	06-KIN-43-10.2/18.2
Award Date	Not set
Closeout Date	05/16/2024
Work Description	Modifying signal and lighting systems.
Location Description	In Kings County near Hanford from 0.2 mile south of Kansas Avenue to route 43/198 separation.
QA Service Level	1 (Verified on 09/13/2023)

Sample Taken Date	10/03/2023	Sample Unique Key	22
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	10/03/2023
Sample type	Quality Assurance	A brief description of the sample	1/2" coldfeed
The quantity of what the sample constitutes	405 Tons	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Arthur	Last name of sampler or witnessed by	Mills
Title of sampler	Consultant	Telephone number of sampler	8033087727
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	SPM AVENAL	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)	91-10-0006
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	coldfeed belt
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	2
Sublot number	16	Aggregate Mix Number

DIME Sample ID: 2023-10-03-22

DIME Test ID: 2023-10-03-22-13

Testing Lab: CT D06 - Millbrook Field Laboratory

Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)

Test Release Date: 2023-10-04

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: Tomas Silva

Date of test: 10/04/2023

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: 96 %

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

Cumulative percent passing the #4 sieve: 3 %

Cumulative percent passing the #8 sieve: 16 %

Cumulative percent passing the #16 sieve: 10 %

Cumulative percent passing the #30 sieve: 6 %

Cumulative percent passing the #50 sieve: 4 %

Cumulative percent passing the #100 sieve: 2 %

Cumulative percent passing the #200 sieve: 1.3 %

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

Test was verified on 10/4/2023 ✔