Summary for Test 2025-08-15-5-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 1000942
DEA: 061G7204
EFIS: 0624000159
DIST-CO-RTE-PM06-KIN-43-3.1/10.2
Award Date04/17/2025
Closeout Date11/10/2025
Work DescriptionTRAFFIC PAVEMENT STRIPE, MARKING AND RUMBLE STRIP.
Location DescriptionKINGS COUNTY IN AND NEAR CORCORAN FROM 1.9 MILES SOUTH OF NEVADA AVENUE TO 0.2 MILE SOUTH OF KANSAS AVENUE
QA Service Level1 (Verified on 03/04/2025)

Sample Information

Sample Taken Date08/15/2025 Sample Unique Key5
Date that the sample was received by the laboratory/organization performing the testing08/15/2025 Sample typeAcceptance
A brief description of the sample3/4 HMA ColdFeed The quantity of what the sample constitutes60 tons
From where was the sample collectedManufacturer First name of sampler or witnessed byJonathon
Last name of sampler or witnessed byChaney Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMartin murrieta fresno
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)martin merietta
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 collectedColdFeed diverted 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: 2025-08-15-5
DIME Test ID: 2025-08-15-5-1
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: 2025-08-18

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: 08/15/2025
Cumulative Percent Passing
%
100 %
100 %
100 %
91 %
77 %
51 %
33 %
23 %
17 %
12 %
8 %
5.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/18/2025 ✔