Summary for Test 2019-05-09-10-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213336 DEA: 023E7404 EFIS: 0200020160 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-R7.6/18.3 |
| Award Date | 08/24/2018 |
| Closeout Date | 09/02/2020 |
| Work Description | PAVEMENT PRESERVATION |
| Location Description | SHASTA COUNTY AT AND NEAR SHASTA FROM 0.5 MILE WEST OF CRYSTAL CREEK ROAD TO TRINITY ALLEY |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 05/09/2019 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 05/13/2019 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (eq. PG 64-28 M) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Williams |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D77877 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Northstate Asphalt | Transportation Laboratory (TL) Number | 001907 |
| 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 | 0 |
| Sublot number | 0 | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-05-09-10
DIME Test ID: 2019-05-09-10-5
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2019-06-13
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: D. Valasek and T. McCormick
Date of test: 05/17/2019
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 94.8 mm | 94.8 mm | 94.0 mm | 95.0 mm | 94.8 mm | 94.7 mm | |
| 3757.3 g | 3758.9 g | 3761.1 g | 3759.1 g | 3758.4 g | 3758.1 g | |
| 2158.4 g | 2157.8 g | 2161.2 g | 2156.5 g | 2153.4 g | 2163.4 g | |
| 3778.2 g | 3781.3 g | 3779.1 g | 3781.6 g | 3776.3 g | 3779.4 g | |
| 2.493 | 2.493 | 2.493 | 2.493 | 2.493 | 2.493 | |
| 3840.3 g | 3841.8 g | 3840.8 g | ||||
| 2219.1 g | 2213.6 g | 2220.8 g | ||||
| 94.8 mm | 94.8 mm | 94.7 mm | ||||
| 197 mmHg | 206 mmHg | 154 mmHg | ||||
| 21 inHg | 21 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1619.8 cm^3 | 1623.5 cm^3 | 1617.9 cm^3 | 1625.1 cm^3 | 1622.9 cm^3 | 1616.0 cm^3 | |
2.320 | 2.315 | 2.325 | 2.313 | 2.316 | 2.326 | |
6.9 % | 7.1 % | 6.7 % | 7.2 % | 7.1 % | 6.7 % | |
111.8 cm^3 | 115.3 cm^3 | 108.4 cm^3 | 117.0 cm^3 | 115.2 cm^3 | 108.3 cm^3 | |
3835.6 g | 3839.6 g | 3837 g | ||||
3846.7 g | 3851.1 g | 3847.8 g | ||||
1621.2 cm^3 | 1628.2 cm^3 | 1620.0 cm^3 | ||||
83 cm^3 | 82.9 cm^3 | 79.7 cm^3 | ||||
74 % | 72 % | 74 % | ||||
0.1 % | 0.3 % | 0.1 % | ||||
29679 N | 30733 N | 30964 N | 29220 N | 30639 N | 31649 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
18 | 19 | 18 | 23 | 32 | 24 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1329 kPa | 1376 kPa | 1388 kPa | 1305 kPa | 1372 kPa | 1418 kPa | |
198 psi | 198 psi | |||||
1 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/13/2019 ✔