DIME - Test Summary

Summary for Test 2023-05-18-61-2

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 215396 DEA: 042K8404 EFIS: 0417000031
DIST-CO-RTE-PM	04-SOL-29,80-0.0,0.8/1.6
Award Date	03/26/2021
Closeout Date	02/16/2024
Work Description	HMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR.
Location Description	SOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING
QA Service Level	1 (Verified on 01/25/2021)

Sample Taken Date	05/18/2023	Sample Unique Key	61
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	05/19/2023
Sample type	Quality Assurance	A brief description of the sample	3/4 HMA Type A
The quantity of what the sample constitutes	2 bags	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	John Paul	Last name of sampler or witnessed by	Maypa
Title of sampler	QC Technician	Telephone number of sampler	5302475468
Laboratory sample identification	Con_23_499	Linked DIME Sample ID	2023-05-18-49
The fabricator/manufacturer/facility name	Vulcan Vallejo	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)	91-48-0002
The fabricator's/manufacturer's product name for the sample	3/4 HMA Type A	The fabricator/manufacturer designation for the sample	Drum
The plant number		A detailed description of where the material sample was collected	coldfeed
Where the material sample would have been placed if not sampled	Roadway	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	411101510LD

DIME Sample ID: 2023-05-18-61

DIME Test ID: 2023-05-18-61-2

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: 2023-05-25

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: Augusto Rios

Date of test: 05/22/2023

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: 96 %

Cumulative percent passing the 1/2 in. sieve: 81 %

Cumulative percent passing the 3/8 in. sieve: 73 %

Cumulative percent passing the #4 sieve: 50 %

Cumulative percent passing the #8 sieve: 35 %

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: 7 %

Cumulative percent passing the #200 sieve: 5.3 %

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

Test was verified on 5/25/2023 ✔