Summary for Test 2025-08-12-64-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1001111
DEA: 010M6504
EFIS: 0123000052
DIST-CO-RTE-PM01-HUM-101-125.7/R131.7
Award Date06/09/2025
Closeout Date11/03/2025
Work DescriptionREPLACE AC SURFACING AND DELINEATION.
Location DescriptionHUMBOLDT COUNTY ON ROUTE 101 FROM 0.40 MILE SOUTH OF SOUTH PRAIRIE CREEK UNDERCROSSING TO 2.76 MILES NORTH OF BOYES CREEK VIADUCT
QA Service Level1 (Verified on 05/05/2025)

Sample Information

Sample Taken Date08/12/2025 Sample Unique Key64
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 testing08/12/2025
Sample typeQuality Assurance A brief description of the samplesample at 160 tons
The quantity of what the sample constitutes 2 bags cold feed, From where was the sample collectedManufacturer
First name of sampler or witnessed byJason Last name of sampler or witnessed byHuett
Title of samplerTET Telephone number of sampler7078155590
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKernen Blue Lake Plant 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)Kernan
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 collectedplant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-08-12-64
DIME Test ID: 2025-08-12-64-2
Testing Lab: CT D01 - Crescent City 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: 2025-08-20

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: jason huett
Date of test: 08/13/2025
Clay Level (Test 1): 7.9
Sand Level (Test 1): 4.6
Clay Level (Test 2): 9.6
Sand Level (Test 2): 4.5
Clay Level (Test 3): 10.4
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 59
Sand Equivalent (Test 2): 47
Sand Equivalent (Test 3): 41
Sand Equivalent: 49
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/20/2025