DIME - Test Summary

Summary for Test 2026-03-06-37-1

Test performed: AASHTO T30-25

Project Identifiers	Project ID: 993595 DEA: 042Q5504 EFIS: 0419000024
DIST-CO-RTE-PM	04-SOL-12-7.9/14.1
Award Date	02/14/2025
Closeout Date	Not set
Work Description	RHMA OVERLAY, REPLACE CULVERTS, BRIDGE RAILS, AND MEDIAN BARRIERS.
Location Description	SOLANO COUNTY NEAR SUISUN CITY FROM 0.2 MILE EAST OF LAWLER RANCH PARKWAY TO 0.5 MILE EAST OF SHILOH ROAD
QA Service Level	1 (Verified on 02/22/2022)

Sample Taken Date	03/06/2026	Sample Unique Key	37
Date that the sample was received by the laboratory/organization performing the testing	03/09/2026	Sample type	Quality Assurance
A brief description of the sample	1/2" HMA-WMA	The quantity of what the sample constitutes	750 Tons
From where was the sample collected	Manufacturer	First name of sampler or witnessed by	Cody
Last name of sampler or witnessed by	Cordero	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Teichert Woodland
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)	Teichert Woodland
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	Batch Plant Hot Bins
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number		Lot number	1
Sublot number	10	Aggregate Mix Number

DIME Sample ID: 2026-03-06-37

DIME Test ID: 2026-03-06-37-1

Testing Lab: CT D04 - Concord Field Laboratory

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

Test Release Date: 2026-03-17

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?: No

Was the aggregate obtained using ASTM D8159?: No

Input Type: Calculated

Tester's full name: Henry Concepcion

Date of test: 03/09/2026

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: 100 %

Cumulative percent passing the 1/2 in. sieve: 96 %

Cumulative percent passing the 3/8 in. sieve: 88 %

Cumulative percent passing the #4 sieve: 52 %

Cumulative percent passing the #8 sieve: 40 %

Cumulative percent passing the #16 sieve: 24 %

Cumulative percent passing the #30 sieve: 17 %

Cumulative percent passing the #50 sieve: 13 %

Cumulative percent passing the #100 sieve: 11 %

Cumulative percent passing the #200 sieve: 8.4 %

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

Test was verified on 3/17/2026 ✔