Summary for Test 2024-08-21-89-3

Test performed: AASHTO T166-16

Project Information

Project IdentifiersProject ID: 994729
DEA: 034H88U4
EFIS: 0323000024
DIST-CO-RTE-PM03-BUT-32-0.3/5.0
Award Date06/30/2023
Closeout Date04/01/2025
Work DescriptionINSTALL LIGHTING, WIDEN SHLD, UPGRADE END TREATMENTS, EXTEND CULVERTS.
Location DescriptionBUTTE COUNTY NEAR CHICO FROM 0.3 MILE EAST OF BUTTE COUNTY LINE TO MUIR AVENUE
QA Service Level1 (Verified on 05/15/2023)

Sample Information

Sample Taken Date08/21/2024 Sample Unique Key89
Date that the sample was received by the laboratory/organization performing the testing08/26/2024 Sample typeProduction Start-Up
A brief description of the sample36 Boxes The quantity of what the sample constitutes3/4" HMA-A w/ 15% RAP
From where was the sample collectedSource First name of sampler or witnessed byBrad
Last name of sampler or witnessed byMcKeehan Title of samplerTET
Telephone number of sampler Laboratory sample identificationDaily 24-166
Linked DIME Sample ID The fabricator/manufacturer/facility nameKRC - Orland
Transportation Laboratory (TL) NumberC802922 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 number2
Sublot number4 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: 2024-08-21-89
DIME Test ID: 2024-08-21-89-3
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: 2024-08-30

Test Results


Number of tests: 4
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 08/29/2024
Bulk Specific Gravity 1: 2.366
Bulk Specific Gravity 2: 2.365
Bulk Specific Gravity 3: 2.364
Bulk Specific Gravity 4: 2.367
Percent of water absorbed by volume 1: 1.24 %
Percent of water absorbed by volume 2: 1.07 %
Percent of water absorbed by volume 3: 0.95 %
Percent of water absorbed by volume 4: 1.20 %
Average Bulk Specific Gravity: 2.365
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/30/2024 ✔