Summary for Test 2018-02-27-19-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212679 DEA: 023E7204 EFIS: 0200020154 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-42.1/46.0 |
| Award Date | 12/18/2017 |
| Closeout Date | 08/07/2019 |
| Work Description | COLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK. |
| Location Description | TEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD |
| QA Service Level | 1 (Verified on 05/24/2018) |
Sample Information
| Sample Taken Date | 02/27/2018 | 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 | 02/27/2018 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA |
| The quantity of what the sample constitutes | JMF | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cheryl | Last name of sampler or witnessed by | Abraham |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77290 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Tullis, Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 852087 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | Not set |
| Sublot number | Not set | HMA Mix Number | Not set |
| HMA Pay | No |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2018-02-27-19
DIME Test ID: 2018-02-27-19-5
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: 2018-03-27
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Hickey/Cruz
Date of test: 03/12/2018
| 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 | 94.7 mm | 94.0 mm | 94.7 mm | 94.8 mm | 94.9 mm | |
| 3763.8 g | 3764.6 g | 3764.3 g | 3763.8 g | 3762.9 g | 3763.8 g | |
| 2172.8 g | 2172.9 g | 2172.9 g | 2174.9 g | 2171.7 g | 2173.3 g | |
| 3791.8 g | 3793.1 g | 3793.7 g | 3786.9 g | 3791.2 g | 3795.2 g | |
| 2.508 | 2.508 | 2.508 | 2.508 | 2.508 | 2.508 | |
| 3856.3 g | 3849.2 g | 3850.9 g | ||||
| 2238.1 g | 2223.2 g | 2224.6 g | ||||
| 94.9 mm | 94.8 mm | 95 mm | ||||
| 284 mmHg | 274 mmHg | 297 mmHg | ||||
| 19 inHg | 18 inHg | 18 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1619.0 cm^3 | 1620.2 cm^3 | 1620.8 cm^3 | 1612.0 cm^3 | 1619.5 cm^3 | 1621.9 cm^3 | |
2.325 | 2.324 | 2.322 | 2.335 | 2.323 | 2.321 | |
7.3 % | 7.3 % | 7.4 % | 6.9 % | 7.4 % | 7.5 % | |
118.2 cm^3 | 118.3 cm^3 | 119.9 cm^3 | 111.2 cm^3 | 119.8 cm^3 | 121.6 cm^3 | |
3846.5 g | 3847.4 g | 3848.2 g | ||||
3858.4 g | 3859.2 g | 3860.2 g | ||||
1618.2 cm^3 | 1626.0 cm^3 | 1626.3 cm^3 | ||||
92.5 cm^3 | 84.6 cm^3 | 86.6 cm^3 | ||||
78 % | 72 % | 72 % | ||||
0 % | 0.4 % | 0.3 % | ||||
34171 N | 33540 N | 34456 N | 35755 N | 33838 N | 31747 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
12 | 6 | 8 | 15 | 12 | 12 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1528 kPa | 1502 kPa | 1539 kPa | 1602 kPa | 1515 kPa | 1420 kPa | |
221 psi | 219 psi | |||||
1.01 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/27/2018 ✔