Summary for Test 2025-10-09-2-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 1000850
DEA: 061G8204
EFIS: 0624000169
DIST-CO-RTE-PM06-FRE-33-46.8/47.4,53.4/61.4
Award Date04/01/2025
Closeout Date07/27/2026
Work DescriptionPARTIAL DEPTH RECYCLING AND HMA.
Location DescriptionFRESNO COUNTY IN AND NEAR MENDOTA FROM 0.4 MILE NORTH OF KAMM AVENUE TO MOUNTAIN VIEW AVENUE AND FROM ADAMS AVENUE TO BELMONT AVENUE
QA Service Level1 (Verified on 12/16/2024)

Sample Information

Sample Taken Date10/09/2025 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing10/09/2025 Sample typeAcceptance
A brief description of the sample3/4 cold field The quantity of what the sample constitutes0-750 Tons @ 250T
From where was the sample collectedManufacturer First name of sampler or witnessed byTomas
Last name of sampler or witnessed bySilva Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namevulcan materials (ashlan)
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)91-20-0016
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 collectedBelt Cut at Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-10-09-2
DIME Test ID: 2025-10-09-2-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-10-10

Test Results


What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Tomas Silva
Date of test: 10/09/2025
Cumulative Percent Passing
100 %
100 %
100 %
99 %
87 %
76 %
50 %
34 %
25 %
19 %
14 %
8 %
4.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/10/2025 ✔