Summary for Test 2020-06-10-40-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212866 DEA: 021H9704 EFIS: 0216000051 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-12.6/13.1 |
| Award Date | 11/25/2019 |
| Closeout Date | 10/06/2020 |
| Work Description | CURVE REALIGNMENT AND HMA PAVING. |
| Location Description | TEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 06/10/2020 | Sample Unique Key | 40 |
|---|---|---|---|
| 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 | 06/10/2020 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-28 M) 22.0 RAP, 1.2 Lime |
| The quantity of what the sample constitutes | JMF Renewal and PSE | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Dave | Last name of sampler or witnessed by | Lockett |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78461 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Northstate Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 736618 |
| 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 | Not set | |
| 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: 2020-06-10-40
DIME Test ID: 2020-06-10-40-6
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: 2020-08-31
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/15/2020
| 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 | |
| 94.9 mm | 94.7 mm | 94.8 mm | 94.9 mm | 94.8 mm | 94.7 mm | |
| 3742.4 g | 3741.1 g | 3741.2 g | 3741.6 g | 3739.5 g | 3738.9 g | |
| 2176.1 g | 2176.2 g | 2173.2 g | 2179.9 g | 2176.5 g | 2173.6 g | |
| 3783.9 g | 3783.2 g | 3784.0 g | 3788.6 g | 3778.7 g | 3785.2 g | |
| 2.508 | 2.508 | 2.508 | 2.508 | 2.508 | 2.508 | |
| 3825.2 g | 3825.2 g | 3824.6 g | ||||
| 2217.4 g | 2217.1 g | 2211.8 g | ||||
| 94.9 mm | 94.9 mm | 94.8 mm | ||||
| 215 mmHg | 238 mmHg | 260 mmHg | ||||
| 20 inHg | 20 inHg | 19 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1607.8 cm^3 | 1607.0 cm^3 | 1610.8 cm^3 | 1608.7 cm^3 | 1602.2 cm^3 | 1611.6 cm^3 | |
2.328 | 2.328 | 2.323 | 2.326 | 2.334 | 2.320 | |
7.2 % | 7.2 % | 7.4 % | 7.3 % | 6.9 % | 7.5 % | |
115.8 cm^3 | 115.7 cm^3 | 119.2 cm^3 | 117.4 cm^3 | 110.6 cm^3 | 120.9 cm^3 | |
3823.5 g | 3822.1 g | 3824.6 g | ||||
3835.0 g | 3833.7 g | 3836.6 g | ||||
1607.8 cm^3 | 1608.1 cm^3 | 1612.8 cm^3 | ||||
82.8 cm^3 | 84.1 cm^3 | 83.4 cm^3 | ||||
72 % | 73 % | 70 % | ||||
0.0 % | 0.1 % | 0.1 % | ||||
19323 N | 19474 N | 21859 N | 19376 N | 20996 N | 23522 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
28 | 29 | 29 | 23 | 25 | 26 | |
0 | 0 | 0 | 0 | 0 | 0 | |
864 kPa | 871 kPa | 979 kPa | 867 kPa | 940 kPa | 1054 kPa | |
131 psi | 138 psi | |||||
0.95 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/31/2020 ✔