Summary for Test 2020-10-08-52-3
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 214190 DEA: 024G41U4 EFIS: 0218000047 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS,SIS-5-Var |
| Award Date | 08/26/2019 |
| Closeout Date | 11/24/2021 |
| Work Description | REPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL. |
| Location Description | SHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/09/2019) |
Sample Information
| Sample Taken Date | 10/08/2020 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 10/08/2020 |
| Sample type | Verification | 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 |
| The quantity of what the sample constitutes | JMF 18-03-R05m | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Randy | Last name of sampler or witnessed by | Bibbins |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78659 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 779351 |
| 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 | Not set |
Test Details
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DIME Sample ID: 2020-10-08-52
DIME Test ID: 2020-10-08-52-3
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: 2021-12-23
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification: Yes
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 10/08/2020
Start time of test (military time): 1620
Specimen identification: 2100801
Percent Binder Content: 4.5 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 113.4 mm
Height of the specimen after 8 gyrations: 126.6 mm
Height of the specimen after 85 gyrations: 114.9 mm
Height of the specimen after 130 gyrations: 113.4 mm
Mass of the specimen: 4799.5 g
Maximum Specific Gravity (Gmm): 2.564
Bulk Specific Gravity (Gmb): 2.488
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): 2236.073 cm^3
Volume of the specimen (Vm85): 2029.421 cm^3
Volume of the specimen (Vm130): 2002.928 cm^3
Uncorrected relative density (Gmmu8): 83.7 %
Uncorrected relative density (Gmmu85): 92.2 %
Uncorrected relative density (Gmmu130): 93.5 %
Relative density (Gmm8): 86.9 %
Relative density (Gmm85): 95.8 %
Relative density (Gmm130): 97.0 %
Air Voids (AV8): 13.1 %
Air Voids (AV85): 4.2 %
Air Voids (AV130): 3.0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/23/2021 ✔