Summary for Test 2020-05-06-28-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214377 DEA: 020J2204 EFIS: 0219000073 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-32.0/33.0, 32.0-33.0, 32/33, 32-33, 32.0 / 33.0 |
| Award Date | 01/14/2019 |
| Closeout Date | 12/23/2020 |
| Work Description | Exc & stabilize rock slide or secure large rocks |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
| Sample Taken Date | 05/06/2020 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 05/06/2020 |
| Sample type | Department Acceptance | A brief description of the sample | 1/2-inch Type A HMA (PG 64-16) 15.0 RAP, 1.3 Lime |
| The quantity of what the sample constitutes | Up to Five Days Paving | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Dorell | Last name of sampler or witnessed by | Harper |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D78419 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Northstate Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 002554 |
| 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 | 1/2 inch | Lot number | Unknown |
| Sublot number | Unknown | 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: 2020-05-06-28
DIME Test ID: 2020-05-06-28-6
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: 2020-06-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 05/13/2020
| 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 | 94.9 mm | 94.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3757.5 g | 3760.4 g | 3759.4 g | 3760.8 g | 3759.9 g | 3760.0 g | |
| 2159.2 g | 2164.3 g | 2163.0 g | 2155.2 g | 2159.9 g | 2160.8 g | |
| 3779.8 g | 3784.7 g | 3782.6 g | 3780.0 g | 3781.1 g | 3781.8 g | |
| 2.495 | 2.495 | 2.495 | 2.495 | 2.495 | 2.495 | |
| 3840.5 g | 3840.3 g | 3841.6 g | ||||
| 2217.2 g | 2216.8 g | 2219.3 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 191 mmHg | 189 mmHg | 189 mmHg | ||||
| 22 inHg | 22 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1620.6 cm^3 | 1620.4 cm^3 | 1619.6 cm^3 | 1624.8 cm^3 | 1621.2 cm^3 | 1621.0 cm^3 | |
2.319 | 2.321 | 2.321 | 2.315 | 2.319 | 2.320 | |
7.1 % | 7.0 % | 7.0 % | 7.2 % | 7.1 % | 7.0 % | |
115.1 cm^3 | 113.4 cm^3 | 113.4 cm^3 | 117.0 cm^3 | 115.1 cm^3 | 113.5 cm^3 | |
3838.1 g | 3839.8 g | 3838.8 g | ||||
3849.6 g | 3851.1 g | 3850.1 g | ||||
1623.3 cm^3 | 1623.5 cm^3 | 1622.3 cm^3 | ||||
83.0 cm^3 | 79.9 cm^3 | 82.2 cm^3 | ||||
72 % | 70 % | 72 % | ||||
0.2 % | 0.2 % | 0.2 % | ||||
28655 N | 28945 N | 29260 N | 29309 N | 30755 N | 30817 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
39 | 33 | 29 | 43 | 40 | 43 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1282 kPa | 1294 kPa | 1309 kPa | 1309 kPa | 1375 kPa | 1378 kPa | |
188 psi | 196 psi | |||||
0.96 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/26/2020 ✔