Summary for Test 2023-07-11-98-3
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 993339 DEA: 024H9304 EFIS: 0219000027 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-44.3/44.9 |
| Award Date | 07/13/2022 |
| Closeout Date | 04/11/2024 |
| Work Description | INGOT CURVE IMPROVEMENT - CURVE IMROVEMENT |
| Location Description | IN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD. |
| QA Service Level | 1 (Verified on 11/22/2021) |
Sample Information
| Sample Taken Date | 07/11/2023 | Sample Unique Key | 98 |
|---|---|---|---|
| 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 testing | 07/12/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) with 24.0% RAP and virgin PG 58-34 M from Valero (Benicia, CA) |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79297 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 853401 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | JMF3513 2022 2 |
Test Details
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DIME Sample ID: 2023-07-11-98
DIME Test ID: 2023-07-11-98-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
Test Release Date: 2023-11-21
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification: No
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 07/19/2023
Start time of test (military time): 1317
Specimen identification: 1071912
Percent Binder Content: 5.0 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 117.0 mm
Height of the specimen after 8 gyrations: 131.9 mm
Height of the specimen after 85 gyrations: 118.7 mm
Height of the specimen after 130 gyrations: 117.0 mm
Mass of the specimen: 4807.2 g
Maximum Specific Gravity (Gmm): 2.517
Bulk Specific Gravity (Gmb): 2.441
Unit weight of water: 1 g/cm^3
Gyration Angle: 1.16 deg
Gyration Angle: 20.0 mrad
Method used to verify gyration angle: AASHTO T 344 at room temperature
Volume of the specimen (Vm8): 2329.684 cm^3
Volume of the specimen (Vm85): 2096.539 cm^3
Volume of the specimen (Vm130): 2066.512 cm^3
Uncorrected relative density (Gmmu8): 82.0 %
Uncorrected relative density (Gmmu85): 91.1 %
Uncorrected relative density (Gmmu130): 92.4 %
Relative density (Gmm8): 86.0 %
Relative density (Gmm85): 95.6 %
Relative density (Gmm130): 97.0 %
Air Voids (AV8): 14.0 %
Air Voids (AV85): 4.4 %
Air Voids (AV130): 3.0 %
General comments (publicly viewable) (Max 1000 characters): %Gmm8=86.0,
%Gmm85=95.6,
%Gmm130=97.0
Test was verified on 11/21/2023 ✔