Summary for Test 2025-06-24-17-2

Test performed: AASHTO T209-22

Project Information

Project IdentifiersProject ID: 1000113
DEA: 060U5004
EFIS: 0615000300
DIST-CO-RTE-PM06-KER-5-10.2/16.0
Award Date08/29/2024
Closeout DateNot set
Work DescriptionINDIVIDUAL SLAB REPLACEMENT (RSC), HMA (TYPE A) AND RHMA (GAP GRADED).
Location DescriptionKERN COUNTY AT AND NEAR WHEELER RIDGE FROM GRAPEVINE UNDERCROSSING TO ROUTE 5/99 SEPARATION
QA Service Level1 (Verified on 02/26/2024)

Sample Information

Sample Taken Date06/24/2025 Sample Unique Key17
Date that the sample was received by the laboratory/organization performing the testing06/25/2025 Sample typeAcceptance
A brief description of the sample3/4" HMA Type A w 25% RAP The quantity of what the sample constitutesL1SL48
From where was the sample collectedSource First name of sampler or witnessed byMike
Last name of sampler or witnessed byCozad Title of samplerMaterials Tester
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Solari
Transportation Laboratory (TL) Number 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 number48 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: 2025-06-24-17
DIME Test ID: 2025-06-24-17-2
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2025-06-25

Test Results


Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 06/25/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7328.1 grams
Mass of oven-dry sample in air for Sample 1: 2563.4 grams
Mass of container filled with the sample and water for Sample 1: 8892.0 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.565
Theoretical maximum density at 25°C (77°F): 2558 kg/m^3
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0U5004_37029_250624_L1SL48_T209pdf40.96 KB06/25/20252025-06-24-17-2   Info

Test was verified on 6/25/2025 ✔