Summary for Test 2024-09-18-93-2

Test performed: AASHTO T166-16

Project Information

Project IdentifiersProject ID: 1000141
DEA: 033G0404
EFIS: 0323000118
DIST-CO-RTE-PM03-YOL-16-0.6/3.9,5.7/6.0
Award Date05/29/2024
Closeout Date04/09/2025
Work DescriptionRHMA, PARTIAL DEPTH RECYCLING, & REPLACE AC SURFACING.
Location DescriptionYOLO COUNTY NEAR RUMSEY FROM COLUSA COUNTY LINE TO CACHE CREEK BRIDGE AND FROM 0.6 TO 0.4 MILE WEST OF RUMSEY CANYON BRIDGE
QA Service Level1 (Verified on 04/17/2024)

Sample Information

Sample Taken Date09/18/2024 Sample Unique Key93
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 testing09/23/2024
Sample typeProduction Start-Up A brief description of the sample6 Boxes
The quantity of what the sample constitutes3/4" HMA w/ 15% RAP From where was the sample collectedSource
First name of sampler or witnessed byTrenton Last name of sampler or witnessed byTrenton
Title of samplerPlant OC Telephone number of sampler
Laboratory sample identificationDaily 24-207 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Woodland Transportation Laboratory (TL) NumberC743593
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: 2024-09-18-93
DIME Test ID: 2024-09-18-93-2
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: 2024-10-09

Test Results


Number of tests: 4
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 10/07/2024
Bulk Specific Gravity 1: 2.323
Bulk Specific Gravity 2: 2.328
Bulk Specific Gravity 3: 2.335
Bulk Specific Gravity 4: 2.332
Percent of water absorbed by volume 1: 0.59 %
Percent of water absorbed by volume 2: 0.68 %
Percent of water absorbed by volume 3: 0.51 %
Percent of water absorbed by volume 4: 0.59 %
Average Bulk Specific Gravity: 2.330
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/9/2024