Summary for Test 2021-06-02-16-3
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-38.0/38.6 |
| Award Date | 04/05/2021 |
| Closeout Date | 08/14/2023 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD |
| QA Service Level | 1 (Verified on 01/19/2021) |
Sample Information
| Sample Taken Date | 06/02/2021 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/02/2021 | Sample type | Department Acceptance |
| A brief description of the sample | PSE 3/4 HMA 24 RAP PG 58-22 Valero Benecia | The quantity of what the sample constitutes | 100 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | D. |
| Last name of sampler or witnessed by | Owens | Title of sampler | PEI |
| Telephone number of sampler | Laboratory sample identification | D78820 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc, Northstate Asphalt, Redding CA | |
| Transportation Laboratory (TL) Number | 779362 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| 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: 2021-06-02-16
DIME Test ID: 2021-06-02-16-3
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: 2021-08-24
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/10/2021
| 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 | 95.2 mm | 95.0 mm | 95.0 mm | 94.9 mm | 95.0 mm | |
| 3776.1 g | 3775.6 g | 3776.2 g | 3775.5 g | 3776.4 g | 3776.1 g | |
| 2195.4 g | 2189.9 g | 2198.4 g | 2192.9 g | 2199.3 g | 2200.2 g | |
| 3805.8 g | 3803.3 g | 3806.9 g | 3809.3 g | 3808.9 g | 3804.8 g | |
| 2.526 | 2.526 | 2.526 | 2.526 | 2.526 | 2.526 | |
| 3859.7 g | 3859.9 g | 3860.2 g | ||||
| 94.8 mm | 95.0 mm | 94.8 mm | ||||
| 213 mmHg | 224 mmHg | 197 mmHg | ||||
| 21 inHg | 20 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1610.4 cm^3 | 1613.4 cm^3 | 1608.5 cm^3 | 1616.4 cm^3 | 1609.6 cm^3 | 1604.6 cm^3 | |
2.345 | 2.340 | 2.348 | 2.336 | 2.346 | 2.353 | |
7.2 % | 7.4 % | 7.0 % | 7.5 % | 7.1 % | 6.8 % | |
115.9 cm^3 | 119.4 cm^3 | 112.6 cm^3 | 121.2 cm^3 | 114.3 cm^3 | 109.1 cm^3 | |
3857.2 g | 3859.2 g | 3855.0 g | ||||
3868.8 g | 3871.1 g | 3866.3 g | ||||
1613.7 cm^3 | 1617.6 cm^3 | 1610.7 cm^3 | ||||
83.6 cm^3 | 84.3 cm^3 | 84.0 cm^3 | ||||
72 % | 71 % | 75 % | ||||
25226 N | 26280 N | 26044 N | 26485 N | 27886 N | 28486 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
16 | 17 | 21 | 40 | 55 | 51 | |
0 | 0 | 0 | 1 | 1 | 2 | |
1129 kPa | 1174 kPa | 1166 kPa | 1183 kPa | 1247 kPa | 1273 kPa | |
168 psi | 179 psi | |||||
0.94 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/24/2021 ✔