Summary for Test 2025-06-09-81-3

Test performed: AASHTO T166-16

Project Information

Project IdentifiersProject ID: 1000282
DEA: 033G0704
EFIS: 0323000121
DIST-CO-RTE-PM03-BUT-32-31.5/37.8
Award Date06/25/2024
Closeout DateNot set
Work DescriptionCOLD PLANE AND PLACE HMA.
Location DescriptionBUTTE COUNTY FROM 1.6 MILES NORTH OF 120G/PLATT MOUNTAIN ROAD TO TEHAMA COUNTY LINE
QA Service Level1 (Verified on 05/08/2024)

Sample Information

Sample Taken Date06/09/2025 Sample Unique Key81
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 testing06/09/2025
Sample typeProduction Start-Up A brief description of the sample12 Boxes
The quantity of what the sample constitutes3/4" HMA w/ 25% RAP From where was the sample collectedSource
First name of sampler or witnessed byM. Last name of sampler or witnessed byAtterberry
Title of samplerTET Telephone number of sampler
Laboratory sample identificationPSU 25-071 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Hallwood Transportation Laboratory (TL) NumberC778907
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 Grading3/4 inch Lot number1
Sublot number1 HMA Mix Number
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2025-06-09-81
DIME Test ID: 2025-06-09-81-3
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Test Release Date: 2025-06-20

Test Results


Number of tests: 4
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 06/12/2025
Bulk Specific Gravity 1: 2.401
Bulk Specific Gravity 2: 2.401
Bulk Specific Gravity 3: 2.401
Bulk Specific Gravity 4: 2.401
Percent of water absorbed by volume 1: 0.76 %
Percent of water absorbed by volume 2: 0.61 %
Percent of water absorbed by volume 3: 0.61 %
Percent of water absorbed by volume 4: 0.80 %
Average Bulk Specific Gravity: 2.401
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/20/2025