Summary for Test 2026-07-17-22-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1002406
DEA: 09428804
EFIS: 0925000089
DIST-CO-RTE-PM09-INY-395-
Award DateNot set
Closeout DateNot set
Work DescriptionRTE 395 LITTLE LAKE PAVEMENT PRESERVATION (PM R8.4/R11.8): HMA (TYPE A) OVERLAY & DIGOUTS, HMA DIKE (TYPE E), SHOULDER BACKING, RUMBLE STRIP, FOG SEAL, COLD PLANE, THERMO STRIPING
Location DescriptionNot set
QA Service Level1 (Verified on 07/16/2026)

Sample Information

Sample Taken Date07/17/2026 Sample Unique Key22
Date that the sample was received by the laboratory/organization performing the testing07/17/2026 Sample typeJMF Verification
A brief description of the sample3/4" Crushed Rock The quantity of what the sample constitutesJMF 6 bags
From where was the sample collectedSource First name of sampler or witnessed byRaj
Last name of sampler or witnessed byBharathan Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBowman Asphalt, Ridgecrest
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)91-15-0015
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 collectedCold Feed Sampling Chute
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: 2026-07-17-22
DIME Test ID: 2026-07-17-22-2
Testing Lab: CT D09 - Bishop 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: 2026-08-11

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 07/20/2026
Clay Level (Test 1): 5.5
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.5
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5.6
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 71
Sand Equivalent (Test 2): 70
Sand Equivalent (Test 3): 72
Sand Equivalent: 71
General comments (publicly viewable) (Max 1000 characters): JMF-01

Test was verified on 8/11/2026 ✔