Summary for Test 2023-08-07-92-3
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 215157 DEA: 021H5704 EFIS: 0216000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-67.8/77.8 |
| Award Date | 02/09/2023 |
| Closeout Date | 06/11/2024 |
| Work Description | BURNEY CAPM - PAVEMENT REHABILITATION |
| Location Description | BUNCH GRASS LOOKOUT RD TO NAPA LN |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 08/07/2023 | Sample Unique Key | 92 |
|---|---|---|---|
| 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 | 08/07/2023 |
| Sample type | Production Start-Up | A brief description of the sample | Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M binder 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 | D79308 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 857938 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | JMF2210P04 | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2023-08-07-92
DIME Test ID: 2023-08-07-92-3
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: 2023-12-28
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification: No
Input Type: Measured
Tester's full name: Josh Murphy and Colt Sweeny
Date of test: 08/09/2023
Start time of test (military time): 1359
Specimen identification: 1080913
Percent Binder Content: 4.7 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 118.9 mm
Height of the specimen after 8 gyrations: 132.7 mm
Height of the specimen after 85 gyrations: 120.4 mm
Height of the specimen after 130 gyrations: 118.9 mm
Mass of the specimen: 4937.4 g
Maximum Specific Gravity (Gmm): 2.585
Bulk Specific Gravity (Gmb): 2.424
Unit weight of water: 1 g/cm^3
Gyration Angle: 1.16 deg
Gyration Angle: 20 mrad
Method used to verify gyration angle: AASHTO T 344 at room temperature
Volume of the specimen (Vm8): 2343.814 cm^3
Volume of the specimen (Vm85): 2126.565 cm^3
Volume of the specimen (Vm130): 2100.071 cm^3
Uncorrected relative density (Gmmu8): 81.5 %
Uncorrected relative density (Gmmu85): 89.8 %
Uncorrected relative density (Gmmu130): 91.0 %
Relative density (Gmm8): 84.0 %
Relative density (Gmm85): 92.6 %
Relative density (Gmm130): 93.8 %
Air Voids (AV8): 16.0 %
Air Voids (AV85): 7.4 %
Air Voids (AV130): 6.2 %
General comments (publicly viewable) (Max 1000 characters): AASHTO T 312:
%Gmm8=84.0,
%Gmm85=92.6,
%Gmm130=93.8;
CT 366: S=44
Test was verified on 12/28/2023 ✔