DIME - Test Summary

Summary for Test 2023-10-20-62-6

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	10/20/2023	Sample Unique Key	62
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	11/01/2023
Sample type	Quality Assurance	A brief description of the sample	3/4-INCH RHMA-G
The quantity of what the sample constitutes	Sample 4 of the day	From where was the sample collected	Source
First name of sampler or witnessed by	Nick	Last name of sampler or witnessed by	Hall
Title of sampler		Telephone number of sampler	7072999133
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan Pleasanton Drier 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)	91-01-0010
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	Sample Pick up from 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	226108

DIME Sample ID: 2023-10-20-62

DIME Test ID: 2023-10-20-62-6

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: 2023-11-17

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: IGNACIO ARECHIGA

Date of test: 11/01/2023

Cumulative percent passing the 2 in. sieve: 0 %

Cumulative percent passing the 1 1/2 in. sieve: 0 %

Cumulative percent passing the 1 in. sieve: 100 %

Cumulative percent passing the 3/4 in. sieve: 99 %

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

Cumulative percent passing the 3/8 in. sieve: 66 %

Cumulative percent passing the #4 sieve: 40 %

Cumulative percent passing the #8 sieve: 20 %

Cumulative percent passing the #16 sieve: 13 %

Cumulative percent passing the #30 sieve: 10 %

Cumulative percent passing the #50 sieve: 7 %

Cumulative percent passing the #100 sieve: 4 %

Cumulative percent passing the #200 sieve: 3.1 %

General comments (publicly viewable) (Max 1000 characters): Sample 4 of the day Vulcan Pleasanton Drier Drum Plant

Test was verified on 11/17/2023 ✔