DIME - Test Summary

Summary for Test 2024-04-24-21-1

Test performed: AASHTO T11-5

Project Identifiers	Project ID: 994144 DEA: 060W15V4 EFIS: 0619000107
DIST-CO-RTE-PM	06-KER-58,204-R53.4/R54.5,R0.0/4.6
Award Date	10/06/2022
Closeout Date	Not set
Work Description	MODIFY SIGNAL AND LIGHTING SYSTEMS AND REPLACE CURB RAMPS.
Location Description	KERN COUNTY IN BAKERSFIELD ON ROUTE 58 FROM SOUTH H STREET OVERCROSSING TO ROUTE 204 AND ON ROUTE 204 FROM ROUTE 58/204 SEPARATION TO L STREET
QA Service Level	1 (Verified on 07/28/2022)

Sample Taken Date	04/24/2024	Sample Unique Key	21
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	04/24/2024
Sample type	Department Acceptance	A brief description of the sample	HMA type A
The quantity of what the sample constitutes	L1SL23	From where was the sample collected	Source
First name of sampler or witnessed by	Neale	Last name of sampler or witnessed by	Brown
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite Solari	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)	91-15-0114::SOLARI SAND AND GRAVEL
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
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	23	Aggregate Mix Number

DIME Sample ID: 2024-04-24-21

DIME Test ID: 2024-04-24-21-1

Testing Lab: CT D06 - Bakersfield Field Laboratory

Test Method: AASHTO T11-5: Standard Method of Test for Materials Finer Than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing

Test Release Date: 2024-04-25

Input Type: Measured

Tester's full name: Neale Brown

Date of test: 04/24/2024

Which test procedure is being used: Method A

Mass of test sample (before test): 379.4 grams

Mass of test sample (after test): 360.9 grams

Percent of sample passing the #200 sieve (by mass): 4.9 %

General comments (publicly viewable) (Max 1000 characters): L1SL23

Test was verified on 4/25/2024 ✔