Summary for Test 2026-07-25-9-1

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1002381
DEA: 041V5504
EFIS: 0426000471
DIST-CO-RTE-PM04-SON-101-3.965/3.965
Award DateNot set
Closeout DateNot set
Work DescriptionEmergency Petaluma Maintenance Station yard pavement
Location DescriptionNot set
QA Service Level1 (Verified on 07/03/2026)

Sample Information

Sample Taken Date07/25/2026 Sample Unique Key9
Date that the sample was received by the laboratory/organization performing the testing07/25/2026 Sample typeQuality Assurance
A brief description of the sample3/4 HMA The quantity of what the sample constitutesAgg
From where was the sample collectedManufacturer First name of sampler or witnessed byCasey
Last name of sampler or witnessed byFarrington Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBoDean Santa Rosa
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)BoDean
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 collectedBatch 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: 2026-07-25-9
DIME Test ID: 2026-07-25-9-1
Testing Lab: CT D04 - Richmond 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: 2026-08-05

Test Results


How many times will the test be run?: 3 Times
Input Type: Calculated
Tester's full name: casey farrington
Date of test: 07/25/2026
Sand Equivalent (Test 1): 49
Sand Equivalent (Test 2): 48
Sand Equivalent (Test 3): 48
Sand Equivalent: 49
General comments (publicly viewable) (Max 1000 characters): L1-SL1

Test was verified on 8/5/2026 ✔