DIME - Test Summary

Summary for Test 2026-03-18-47-1

Test performed: AASHTO T30-25

Project Identifiers	Project ID: 1001468 DEA: 081L2404 EFIS: 0819000167
DIST-CO-RTE-PM	08-SBD-95-R57.2/64.5
Award Date	10/09/2025
Closeout Date	09/03/2026
Work Description	RHMA (GAP GRADED), REPLACE AC SURFACING, AND COLD PLANE AC PVMT.
Location Description	SAN BERNARDINO COUNTY NEAR NEEDLES FROM ROUTE 40/95 SEPARATION TO 0.5 MILE NORTH OF GOFFS ROAD
QA Service Level	1 (Verified on 08/29/2025)

Sample Taken Date	03/18/2026	Sample Unique Key	47
Date that the sample was received by the laboratory/organization performing the testing	03/18/2026	Sample type	Acceptance
A brief description of the sample	HMA extracted aggregate	The quantity of what the sample constitutes	700 Tons
From where was the sample collected	Manufacturer	First name of sampler or witnessed by	Francisco
Last name of sampler or witnessed by	Ruvalcaba	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Blue Diamond-Victorville
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)	91-36-0046, 91-36-0022
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	Sampled from truck
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	300154 R25

DIME Sample ID: 2026-03-18-47

DIME Test ID: 2026-03-18-47-1

Testing Lab: CT D08 - Barstow Field Laboratory 1

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

Test Release Date: 2026-03-26

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

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: Calculated

Tester's full name: SM Ali

Date of test: 03/18/2026

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: 97 %

Cumulative percent passing the 1/2 in. sieve: 86 %

Cumulative percent passing the 3/8 in. sieve: 77 %

Cumulative percent passing the #4 sieve: 57 %

Cumulative percent passing the #8 sieve: 40 %

Cumulative percent passing the #16 sieve: 30 %

Cumulative percent passing the #30 sieve: 22 %

Cumulative percent passing the #50 sieve: 14 %

Cumulative percent passing the #100 sieve: 7 %

Cumulative percent passing the #200 sieve: 4.8 %

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

Test was verified on 3/26/2026 ✔