Summary for Test 2025-11-03-69-3

Test performed: AASHTO T275-07r12

Project Information

Project IdentifiersProject ID: 1000563
DEA: 021H7104
EFIS: 0217000013
DIST-CO-RTE-PM02-SIS-3,5-L47.4,R45.5/R46.0
Award Date11/13/2024
Closeout DateNot set
Work DescriptionNEW MECHANIC SHOP AT YREKA MAINTENANCE STATION.
Location DescriptionSISKIYOU COUNTY IN YREKA ON ROUTE 3 AT YREKA MAINTENANCE STATION AND ON ROUTE 5 FROM 0.2 MILE SOUTH TO 0.4 MILE NORTH OF SOUTH YREKA UNDERCROSSING #02-0159
QA Service Level1 (Verified on 09/24/2024)

Sample Information

Sample Taken Date11/03/2025 Sample Unique Key69
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 testing11/04/2025
Sample typeProduction Start-Up A brief description of the sample16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28M) with 23.6% RAP and virgin PG 58-34M binder from Valero - Benicia
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 identificationD80116 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number877606
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 number
Sublot number HMA Mix Number
Binder content (%)4.5 Virgin binder PG PG 58-34M
Design binder PG PG 64-28M Binder SupplierValero (Benicia, CA)
RAP content (%)24 WMA AdditivesNo
Antistrip type1% Lime

Test Details

DIME Sample ID: 2025-11-03-69
DIME Test ID: 2025-11-03-69-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Test Release Date: 2025-11-24

Test Results


Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 11/06/2025
Mass of the dry specimen in air: 4734.7 g
Mass of the dry specimen plus paraffin coating in air: 4776.3 g
Mass of the dry specimen plus paraffin coating in water: 2798.9 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4737.2 g
Mass 2 of the dry specimen plus paraffin coating in air: 4789.1 g
Mass 2 of the dry specimen plus paraffin coating in water: 2795.9 g
Specific gravity 2 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 3 of the dry specimen in air: 4737.7 g
Mass 3 of the dry specimen plus paraffin coating in air: 4791.1 g
Mass 3 of the dry specimen plus paraffin coating in water: 2808.6 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.452
Bulk Specific Gravity 2: 2.447
Bulk Specific Gravity 3: 2.463
Average Bulk Specific Gravity: 2.454
General comments (publicly viewable) (Max 1000 characters): Gmb=2.454

Test was verified on 11/24/2025