Summary for Test 2026-09-15-47-1

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1001369
DEA: 010K1504
EFIS: 0120000035
DIST-CO-RTE-PM01-HUM-101-125.2/R126.1
Award DateNot set
Closeout DateNot set
Work DescriptionEARTHWORK, HMA-A, DRAINAGE, AND HIGH FRICTION SURFACE TREATMENT.
Location DescriptionHUMBOLDT COUNTY NEAR ORICK FROM 0.9 MILE SOUTH TO SOUTH PRAIRIE CREEK PARK UNDERCROSSING
QA Service Level1 (Verified on 07/08/2025)

Sample Information

Sample Taken Date09/15/2026 Sample Unique Key47
Date that the sample was received by the laboratory/organization performing the testing09/17/2026 Sample typeQuality Assurance
A brief description of the sample1/2 in HMA The quantity of what the sample constitutes4 boxs
From where was the sample collectedManufacturer First name of sampler or witnessed byJacob
Last name of sampler or witnessed byKnipscheer Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameTidewater Smith River
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot number
Sublot number HMA Mix Number
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2026-09-15-47
DIME Test ID: 2026-09-15-47-1
Testing Lab: CT D01 - Boyd Road 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: 2026-09-17

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: jacob Knipscheer-costello
Date of test: 09/17/2026
Clay Level (Test 1): 6.7
Sand Level (Test 1): 4
Clay Level (Test 2): 7.2
Sand Level (Test 2): 3.9
Clay Level (Test 3): 7.3
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 60
Sand Equivalent (Test 2): 55
Sand Equivalent (Test 3): 54
Sand Equivalent: 57
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/17/2026 ✔