Summary for Test 2026-06-09-23-1

Test performed: AASHTO T30-25

Project Information

Project IdentifiersProject ID: 1001723
DEA: 050N7064
EFIS: 0524000077
DIST-CO-RTE-PM05-SB-101-10.9/12.3
Award DateNot set
Closeout DateNot set
Work DescriptionSB 101 - Segment 4E North - Cabrillo
Location DescriptionNot set
QA Service Level1 (Verified on 11/03/2025)

Sample Information

Sample Taken Date06/09/2026 Sample Unique Key23
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 testing06/09/2026
Sample typeQuality Assurance A brief description of the sample3/4 HMA SP R25
The quantity of what the sample constitutes0-750 Tons From where was the sample collectedSupplier
First name of sampler or witnessed byJesse Last name of sampler or witnessed byGomez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Santa Paula Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0046
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 collectedPost Burn
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number9 Aggregate Mix Number14851

Test Details

DIME Sample ID: 2026-06-09-23
DIME Test ID: 2026-06-09-23-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-06-15

Test Results


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: Calculated
Tester's full name: Jesse Gomez
Date of test: 06/10/2026
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/15/2026