Summary for Test 2023-08-09-100-3
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 | 08/09/2023 | Sample Unique Key | 100 |
|---|---|---|---|
| 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 | 08/09/2023 |
| 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 | Randy | Last name of sampler or witnessed by | CGI |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79315 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 823601 |
| 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 | ||
| 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: 2023-08-09-100
DIME Test ID: 2023-08-09-100-3
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: 2024-01-26
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification: No
Input Type: Measured
Tester's full name: Colt Sweeny and Josh Murphy
Date of test: 08/10/2023
Start time of test (military time): 0851
Specimen identification: 1081001
Percent Binder Content: 4.7 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 116.3 mm
Height of the specimen after 8 gyrations: 130.2 mm
Height of the specimen after 85 gyrations: 117.8 mm
Height of the specimen after 130 gyrations: 116.3 mm
Mass of the specimen: 4896.8 g
Maximum Specific Gravity (Gmm): 2.563
Bulk Specific Gravity (Gmb): 2.477
Unit weight of water: 1 g/cm^3
Gyration Angle: 1.16 deg
Gyration Angle: 20.2 mrad
Method used to verify gyration angle: AASHTO T 344 at room temperature
Volume of the specimen (Vm8): 2299.657 cm^3
Volume of the specimen (Vm85): 2080.643 cm^3
Volume of the specimen (Vm130): 2054.149 cm^3
Uncorrected relative density (Gmmu8): 83.1 %
Uncorrected relative density (Gmmu85): 91.8 %
Uncorrected relative density (Gmmu130): 93.0 %
Relative density (Gmm8): 86.3 %
Relative density (Gmm85): 95.4 %
Relative density (Gmm130): 96.6 %
Air Voids (AV8): 13.7 %
Air Voids (AV85): 4.6 %
Air Voids (AV130): 3.4 %
General comments (publicly viewable) (Max 1000 characters): AASHTO T 312:
%Gmm8=86.3,
%Gmm85=95.4,
%Gmm130=96.7;
CT 366: S=42
Test was verified on 1/26/2024 ✔