Summary for Test 2024-09-09-104-2

Test performed: AASHTO T166-16

Project Information

Project IdentifiersProject ID: 214469
DEA: 030H08U4
EFIS: 0319000029
DIST-CO-RTE-PM03-SAC-50-L0.2/R6.1
Award Date06/30/2020
Closeout DateNot set
Work DescriptionSac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Location DescriptionFROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
QA Service Level1 (Verified on 10/23/2019)

Sample Information

Sample Taken Date09/09/2024 Sample Unique Key104
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 testing09/16/2024
Sample typeProduction Start-Up A brief description of the sample10 Boxes
The quantity of what the sample constitutes1/2" HMA w/ 15% RAP From where was the sample collectedSource
First name of sampler or witnessed byBryce Last name of sampler or witnessed byMoore
Title of sampler Telephone number of sampler
Laboratory sample identificationDaily 24-216 Linked DIME Sample ID2024-09-09-74
The fabricator/manufacturer/facility nameTeichert Perkins Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot number8
Sublot number1 HMA Mix Number

Test Details

DIME Sample ID: 2024-09-09-104
DIME Test ID: 2024-09-09-104-2
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: 2024-10-10

Test Results


Number of tests: 4
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 10/03/2024
Bulk Specific Gravity 1: 2.368
Bulk Specific Gravity 2: 2.365
Bulk Specific Gravity 3: 2.363
Bulk Specific Gravity 4: 2.371
Percent of water absorbed by volume 1: 0.7 %
Percent of water absorbed by volume 2: 0.7 %
Percent of water absorbed by volume 3: 0.45 %
Percent of water absorbed by volume 4: 0.49 %
Average Bulk Specific Gravity: 2.367
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/10/2024