DIME - Test Summary

Summary for Test 2025-08-19-25-1

Test performed: AASHTO T11-5

Project Identifiers	Project ID: 1000901 DEA: 061G8004 EFIS: 0624000167
DIST-CO-RTE-PM	06-KER-99-R29.4/33.1
Award Date	03/27/2025
Closeout Date	Not set
Work Description	COLD PLANE AC PAVEMENT, REMOVE CONCRETE PAVEMENT, AND HMA.
Location Description	KERN COUNTY NEAR BAKERSFIELD FROM 0.5 MILE SOUTH OF ROUTE 65/99 SEPARATION TO 0.7 MILE NORTH OF LERDO CANAL BRIDGE
QA Service Level	1 (Verified on 01/22/2025)

Sample Taken Date	08/19/2025	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	08/20/2025
Sample type	Acceptance	A brief description of the sample	3/4" HMA (Type A) with Rap
The quantity of what the sample constitutes	L1SL8	From where was the sample collected	Source
First name of sampler or witnessed by	QC	Last name of sampler or witnessed by	G3
Title of sampler	Materials Tester	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Griffith Edmonston	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-15-0068::GRIFFITH COMPANY
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	HMA Plant Cold Feed
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	24-J-013	Lot number	1
Sublot number	8	Aggregate Mix Number

DIME Sample ID: 2025-08-19-25

DIME Test ID: 2025-08-19-25-1

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: 2025-08-20

Input Type: Measured

Tester's full name: Neale Brown

Date of test: 08/20/2025

Which test procedure is being used: Method A

Mass of test sample (before test): 347.6 grams

Mass of test sample (after test): 316.9 grams

Percent of sample passing the #200 sieve (by mass): 8.8 %

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

Test was verified on 8/20/2025 ✔