Summary for Test 2025-04-30-78-1

Test performed: AASHTO T209-22

Project Information

Project IdentifiersProject ID: 994582
DEA: 073203U4
EFIS: 0722000071
DIST-CO-RTE-PM07-LA-91,605-R16.6/R16.8,R0.0/R10.4
Award Date06/20/2023
Closeout DateNot set
Work DescriptionPLACE CONCRETE PAVEMENT AND HIGH FRICTION SURFACE TREATMENT.
Location DescriptionLOS ANGELES COUNTY ON ROUTE 605 FROM 0.2 MILE NORTH OF KATELLA AVENUE UNDECROSSING TO 0.1 MILE NORTH OF TELEGRAPH ROAD UNDERCROSSING AND ON ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 605 UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 605 UNDERCROSSING
QA Service Level1 (Verified on 07/12/2023)

Sample Information

Sample Taken Date04/30/2025 Sample Unique Key78
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 testing05/20/2025
Sample typeAcceptance A brief description of the sample3/4" RHMA-G
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byGerardo Last name of sampler or witnessed byZubieta
Title of samplerTEC Telephone number of sampler
Laboratory sample identification25-176 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Irwindale Transportation Laboratory (TL) Number043025
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number226108M IRW LTR
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: 2025-04-30-78
DIME Test ID: 2025-04-30-78-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2025-06-30

Test Results


Number of Samples: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 05/23/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7353.3 grams
Mass of oven-dry sample in air for Sample 1: 2530.9 grams
Mass of container filled with the sample and water for Sample 1: 8854.4 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.458
Theoretical maximum density at 25°C (77°F): 153.0 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/30/2025