Summary for Test 2025-08-15-5-2

Test performed: AASHTO T176-08

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
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 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: 2025-08-15-5-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2025-08-18

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 08/18/2025
Clay reading: 5.4
Sand reading: 3.9
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/18/2025