DIME - Test Summary

Summary for Test 2026-05-01-16-1

Test performed: AASHTO T30-25

Project Identifiers	Project ID: 1001572 DEA: 060W9204 EFIS: 0618000063
DIST-CO-RTE-PM	06-KER-5-4.1/10.7
Award Date	Not set
Closeout Date	Not set
Work Description	RDWY EXC, CRCP, JPCP, HMA, TEMP BARRIER SYSTEM, AND AGGREGATE SUBBASE.
Location Description	KERN COUNTY NEAR GRAPEVINE FROM 0.3 MILE SOUTH OF GRAPEVINE CREEK BRIDGE TO 0.5 MILE NORTH OF GRAPEVINE ROAD UNDERCROSSING
QA Service Level	1 (Verified on 09/15/2025)

Sample Taken Date	05/01/2026	Sample Unique Key	16
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	05/01/2026
Sample type	Acceptance	A brief description of the sample	3/4 HMA-A
The quantity of what the sample constitutes	L1SL1- PSE sample per CTM 125	From where was the sample collected	Source
First name of sampler or witnessed by	Matt	Last name of sampler or witnessed by	Decker
Title of sampler		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	3944949

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-15-0068
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	Windrow in the field.
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	2	Aggregate Mix Number

DIME Sample ID: 2026-05-01-16

DIME Test ID: 2026-05-01-16-1

Testing Lab: CT D06 - Bakersfield Field Laboratory

Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)

Test Release Date: 2026-05-04

Individual or cumulative mass retained on each sieve?: Cumulative

Has the fine aggregate sample been reduced?: No

Is an aggregate correction factor used?: Yes

Was the aggregate obtained using ASTM D8159?: No

Input Type: Measured

Tester's full name: Alex Escobar

Date of test: 05/04/2026

Total mass of material in the sample: 2070.6 grams

Aggregate correction factor for the 2 in. sieve (% passing): 0.0 %

Aggregate correction factor for the 1 1/2 in. sieve (% passing): 0.0 %

Aggregate correction factor for the 1 in. sieve (% passing): 0.0 %

Aggregate correction factor for the 3/4 in. sieve (% passing): -0.4 %

Aggregate correction factor for the 1/2 in. sieve (% passing): 0.1 %

Aggregate correction factor for the 3/8 in. sieve (% passing): -0.8 %

Aggregate correction factor for the #4 sieve (% passing): 0.7 %

Aggregate correction factor for the #8 sieve (% passing): -1.0 %

Aggregate correction factor for the #16 sieve (% passing): -0.9 %

Aggregate correction factor for the #30 sieve (% passing): -0.1 %

Aggregate correction factor for the #50 sieve (% passing): -0.4 %

Aggregate correction factor for the #100 sieve (% passing): 0.4 %

Aggregate correction factor for the #200 sieve (% passing): 0.6 %

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

File Name	Extension	File Size	Date Uploaded	Test ID	Actions
06-0W9204_37046_260501_L1SL2_T30	pdf	272.63 KB	05/04/2026	2026-05-01-16-1	Info

Test was verified on 5/4/2026 ✔