DIME - Test Summary

Summary for Test 2024-07-12-25-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 1000114 DEA: 060W8204 EFIS: 0617000304
DIST-CO-RTE-PM	06-KIN-41-28.4/R40.1
Award Date	05/22/2024
Closeout Date	Not set
Work Description	COLD PLANE WITH HOT MIX ASPHALT (TYPE A) AND RHMA-G.
Location Description	KINGS COUNTY AT AND NEAR STRATFORD FROM NEVADA AVENUE TO ROUTE 41/198 SEPARATION
QA Service Level	1 (Verified on 02/26/2024)

Sample Taken Date	07/12/2024	Sample Unique Key	25
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	07/12/2024
Sample type	Acceptance	A brief description of the sample	3/4 Hma CF
The quantity of what the sample constitutes	420 tons	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Jonathon	Last name of sampler or witnessed by	Chaney
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite Colinga	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)	Granite Coalinga
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 Chute
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	15	Aggregate Mix Number

DIME Sample ID: 2024-07-12-25

DIME Test ID: 2024-07-12-25-1

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: 2024-07-15

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: 07/12/2024

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: 97 %

Cumulative percent passing the 1/2 in. sieve: 86 %

Cumulative percent passing the 3/8 in. sieve: 78 %

Cumulative percent passing the #4 sieve: 54 %

Cumulative percent passing the #8 sieve: 37 %

Cumulative percent passing the #16 sieve: 24 %

Cumulative percent passing the #30 sieve: 16 %

Cumulative percent passing the #50 sieve: 10 %

Cumulative percent passing the #100 sieve: 6 %

Cumulative percent passing the #200 sieve: 3 %

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

Test was verified on 7/15/2024 ✔