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 | Bid Item | 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 |
| 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 | HMA Pay | No |
Test Details
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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 | 95.0 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 % | 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 | ||||||
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Test was verified on 3/27/2018 ✔