Summary for Test 2020-04-15-19-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214322 DEA: 021H74U4 EFIS: 0218000043 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-87.8/89.1 |
| Award Date | 10/11/2019 |
| Closeout Date | 09/23/2020 |
| Work Description | CURVE REALIGNMENT AND EXTENDING THE TRUCK CLIMBING LANE. |
| Location Description | TEHAMA COUNTY NEAR MINERAL FROM 0.1 MILE TO 1.5 MILES EAST OF ROUTE 89 |
| QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
| Sample Taken Date | 04/15/2020 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 04/15/2020 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (PG 64-28 M), 15.0 RAP, 1.0 Lime |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78384 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Orland Plant | Transportation Laboratory (TL) Number | 853429 |
| 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 | 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: 2020-04-15-19
DIME Test ID: 2020-04-15-19-6
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: 2020-06-08
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 04/28/2020
| 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 | |
| 95.0 mm | 94.8 mm | 94.9 mm | 95.0 mm | 94.8 mm | 94.9 mm | |
| 3838.1 g | 3839.2 g | 3839.0 g | 3838.7 g | 3838.9 g | 3838.8 g | |
| 2257.4 g | 2251.2 g | 2255.3 g | 2244.6 g | 2253.5 g | 2256.4 g | |
| 3876.0 g | 3870.0 g | 3869.8 g | 3867.0 g | 3873.4 g | 3866.3 g | |
| 2.550 | 2.550 | 2.550 | 2.550 | 2.550 | 2.550 | |
| 3921.1 g | 3925.2 g | 3925.5 g | ||||
| 2300.2 g | 2301.9 g | 2309.8 g | ||||
| 95.0 mm | 94.9 mm | 94.9 mm | ||||
| 221 mmHg | 194 mmHg | 165 mmHg | ||||
| 21 inHg | 22 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1618.6 cm^3 | 1618.8 cm^3 | 1614.5 cm^3 | 1622.4 cm^3 | 1619.9 cm^3 | 1609.9 cm^3 | |
2.371 | 2.372 | 2.378 | 2.366 | 2.370 | 2.384 | |
7.0 % | 7.0 % | 6.7 % | 7.2 % | 7.1 % | 6.5 % | |
113.3 cm^3 | 113.3 cm^3 | 108.2 cm^3 | 116.8 cm^3 | 115.0 cm^3 | 104.6 cm^3 | |
3917.4 g | 3918.5 g | 3914.7 g | ||||
3928.7 g | 3929.8 g | 3925.6 g | ||||
1620.9 cm^3 | 1623.3 cm^3 | 1615.7 cm^3 | ||||
83.0 cm^3 | 86.0 cm^3 | 86.5 cm^3 | ||||
73 % | 76 % | 80 % | ||||
0.1 % | 0.3 % | 0.1 % | ||||
26405 N | 28188 N | 27588 N | 31373 N | 30644 N | 31178 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
41 | 38 | 31 | 45 | 44 | 42 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1180 kPa | 1261 kPa | 1234 kPa | 1402 kPa | 1372 kPa | 1394 kPa | |
178 psi | 201 psi | |||||
0.89 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/8/2020 ✔