DIME - Test Summary

Summary for Test 2023-08-08-88-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 994425 DEA: 040K5204 EFIS: 0416000098
DIST-CO-RTE-PM	04-SON-12-11.0/T17.4
Award Date	03/21/2023
Closeout Date	Not set
Work Description	Overlay with RHMA, replace guardrails, approach slabs and signs.
Location Description	Construction on State Highway in Sonoma County from Llano Road to Farmers Lane.
QA Service Level	1 (Verified on 12/07/2022)

Sample Taken Date	08/08/2023	Sample Unique Key	88
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	08/08/2023
Sample type	Quality Assurance	A brief description of the sample	3/4 RHMA-G
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Anthony	Last name of sampler or witnessed by	Valdez
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan TRD	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)	91-49-0004
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	Conveyer Belt-HMA Plant
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	1
Sublot number	4	Aggregate Mix Number

DIME Sample ID: 2023-08-08-88

DIME Test ID: 2023-08-08-88-1

Testing Lab: CT D04 - Petaluma Field Laboratory

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

Test Release Date: 2024-02-14

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): No

Has the fine aggregate sample been reduced?: Yes

Input Type: Calculated

Tester's full name: Anthony Valdez

Date of test: 08/08/2023

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: 98 %

Cumulative percent passing the 1/2 in. sieve: 89 %

Cumulative percent passing the 3/8 in. sieve: 69 %

Cumulative percent passing the #4 sieve: 27 %

Cumulative percent passing the #8 sieve: 16 %

Cumulative percent passing the #16 sieve: 9 %

Cumulative percent passing the #30 sieve: 6 %

Cumulative percent passing the #50 sieve: 4 %

Cumulative percent passing the #100 sieve: 3 %

Cumulative percent passing the #200 sieve: 2.2 %

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

Test was verified on 2/14/2024 ✔