Summary for Test 2026-08-13-81-1

Test performed: AASHTO T209-12

Project Information

Project IdentifiersProject ID: 1001371
DEA: 024F90U4
EFIS: 0224000157
DIST-CO-RTE-PM02-SIS-96-41.0/41.8
Award DateNot set
Closeout DateNot set
Work DescriptionHMA PAVEMENT, ELECTRICAL, LANDSCAPING AND DRAINAGE.
Location DescriptionSISKIYOU COUNTY AT AND NEAR HAPPY CAMP FROM INDIAN CREEK BRIDGE TO 0.2 MILE EAST OF DAVIS ROAD
QA Service Level1 (Verified on 07/08/2025)

Sample Information

Sample Taken Date08/13/2026 Sample Unique Key81
Date that the sample was received by the laboratory/organization performing the testing08/13/2026 Sample typeProduction Start-Up
A brief description of the sample2 Bags RAP The quantity of what the sample constitutesProduction Start Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byGiuliano
Last name of sampler or witnessed byGiuntoli Title of samplerJET
Telephone number of sampler Laboratory sample identificationD80338B
Linked DIME Sample ID The fabricator/manufacturer/facility nameJ F Shea Construction - Fawndale Rock and Asphalt - Redding CA
Transportation Laboratory (TL) Number845655 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt, Redding, CA
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2026-08-13-81
DIME Test ID: 2026-08-13-81-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2026-09-09

Test Results


Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/18/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7331.1 grams
Mass of oven-dry sample in air for Sample 1: 1531.3 grams
Mass of container filled with the sample and water for Sample 1: 8271.7 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.592
Theoretical maximum density at 25°C (77°F): 2584.5 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.592, Gser≈2.774

Test was verified on 9/9/2026 ✔