Summary for Test 2021-04-23-26-3
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 215251 DEA: 021J4604 EFIS: 0220000081 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-34.5/38.8,88.0/92.0 |
| Award Date | 02/02/2021 |
| Closeout Date | 09/27/2021 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE. |
| Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 04/23/2021 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 04/23/2021 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (eq. PG 64-16) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Devin | Last name of sampler or witnessed by | Owens |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | D78783 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 897289 |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-04-23-26
DIME Test ID: 2021-04-23-26-3
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: 2021-07-06
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: 04/26/2021
Start time of test (military time): 1159
Specimen identification: 2042601
Percent Binder Content: 5.4 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 113.6 mm
Height of the specimen after 8 gyrations: 127.8 mm
Height of the specimen after 85 gyrations: 115.1 mm
Height of the specimen after 130 gyrations: 113.6 mm
Mass of the specimen: 4761.5 g
Maximum Specific Gravity (Gmm): 2.492
Bulk Specific Gravity (Gmb): 2.451
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): 2257.268 cm^3
Volume of the specimen (Vm85): 2032.954 cm^3
Volume of the specimen (Vm130): 2006.460 cm^3
Uncorrected relative density (Gmmu8): 84.6 %
Uncorrected relative density (Gmmu85): 94.0 %
Uncorrected relative density (Gmmu130): 95.2 %
Relative density (Gmm8): 87.4 %
Relative density (Gmm85): 97.1 %
Relative density (Gmm130): 98.4 %
Air Voids (AV8): 12.6 %
Air Voids (AV85): 2.9 %
Air Voids (AV130): 1.6 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2021 ✔