Summary for Test 2024-07-22-70-3

Test performed: AASHTO T209-12

Project Information

Project IdentifiersProject ID: 994636
DEA: 022J9604
EFIS: 0221000153
DIST-CO-RTE-PM02-SIS-5-VAR
Award Date05/25/2023
Closeout Date01/24/2025
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & REPLACE JOINT SEALS.
Location DescriptionSISKIYOU COUNTY AT VARIOUS LOCATIONS FROM OAK STREET UNDERCROSSING TO KLAMATH RIVER BRIDGE AND SEPARATION BRIDGE NO. 02-0134R
QA Service Level1 (Verified on 08/07/2023)

Sample Information

Sample Taken Date07/22/2024 Sample Unique Key70
Date that the sample was received by the laboratory/organization performing the testing07/22/2024 Sample typeProduction Start-Up
A brief description of the sample1 Bag 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 samplerTET
Telephone number of sampler Laboratory sample identificationD79651B
Linked DIME Sample ID The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA
Transportation Laboratory (TL) Number858053 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: 2024-07-22-70
DIME Test ID: 2024-07-22-70-3
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: 2024-07-31

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: 07/23/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7333 grams
Mass of oven-dry sample in air for Sample 1: 1673.3 grams
Mass of container filled with the sample and water for Sample 1: 8352.7 grams
Temperature of Water: 25 °F
Specific Gravity for Sample 1: 2.56
Theoretical maximum density at 25°C (77°F): 2552.6 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmmr=2.560

Test was verified on 7/31/2024 ✔