Summary for Test 2025-04-09-29-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 995255
DEA: 041J9604
EFIS: 0414000403
DIST-CO-RTE-PM04-MRN-1-22.8/33.0,45.0/50.5
Award Date02/13/2024
Closeout Date03/03/2026
Work DescriptionCOLD PLANE, RHMA, HMA, MGS, CURB RAMPS, SIDEWALKS, AND CULVERTS.
Location DescriptionMARIN COUNTY IN AND NEAR POINT REYES STATION FROM FIVE BROOKS TO 1.9 MILES NORTH OF CYPRESS ROAD AND IN AND NEAR TOMALES FROM 0.2 MILES SOUTH OF TOMALES TO 4.4 MILES NORTH OF TOMALES
QA Service Level1 (Verified on 10/18/2023)

Sample Information

Sample Taken Date04/09/2025 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing04/09/2025 Sample typeProduction Start-Up
A brief description of the sample1/2" HMA-WMA The quantity of what the sample constitutes4 BAGS PER BIN
From where was the sample collectedManufacturer First name of sampler or witnessed byCasey
Last name of sampler or witnessed byFarrington Title of samplerPlant QC
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBoDean Company
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)91-49-0032
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 Hot Bins
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number1
Sublot number1 Aggregate Mix Number10600SPR

Test Details

DIME Sample ID: 2025-04-09-29
DIME Test ID: 2025-04-09-29-2
Testing Lab: CT D04 - Petaluma 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: 2025-04-16

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 04/10/2025
Clay Level (Test 1): 64
Sand Level (Test 1): 34
Clay Level (Test 2): 65
Sand Level (Test 2): 34
Clay Level (Test 3): 65
Sand Level (Test 3): 35
Sand Equivalent (Test 1): 54
Sand Equivalent (Test 2): 53
Sand Equivalent (Test 3): 54
Sand Equivalent: 54
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/16/2025 ✔