DIME - Test Summary

Summary for Test 2024-09-05-77-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 1000251 DEA: 042Y5004 EFIS: 0423000122
DIST-CO-RTE-PM	04-NAP-221-0.2/1.7
Award Date	06/12/2024
Closeout Date	01/09/2025
Work Description	COLD PLANE ASPHALT CONCRETE PAVEMENT AND OVERLAY WITH RHMA-G.
Location Description	NAPA COUNTY IN AND NEAR NAPA FROM 0.2 MILE NORTH OF JUNCTION ROUTE 12/29 TO 0.2 MILE NORTH OF BASALT ROAD UNDERCROSSING
QA Service Level	1 (Verified on 06/03/2024)

Sample Taken Date	09/05/2024	Sample Unique Key	77
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	09/06/2024
Sample type	Quality Assurance	A brief description of the sample	3/4" HMA 25%Rap Aggs
The quantity of what the sample constitutes	750 Tons	From where was the sample collected	Supplier
First name of sampler or witnessed by	Jacob	Last name of sampler or witnessed by	Vega
Title of sampler	Lab Technician	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan Vallejo Drum 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)	Vulcan Vallejo
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	Sampled from belt stream at the 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
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-09-05-77

DIME Test ID: 2024-09-05-77-1

Testing Lab: CT D04 - Concord Field Laboratory

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

Test Release Date: 2024-09-16

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: Jacob Vega

Date of test: 09/06/2024

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: 97 %

Cumulative percent passing the 1/2 in. sieve: 84 %

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

Cumulative percent passing the #4 sieve: 50 %

Cumulative percent passing the #8 sieve: 33 %

Cumulative percent passing the #16 sieve: 22 %

Cumulative percent passing the #30 sieve: 16 %

Cumulative percent passing the #50 sieve: 11 %

Cumulative percent passing the #100 sieve: 8 %

Cumulative percent passing the #200 sieve: 5.9 %

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

Test was verified on 9/16/2024 ✔