Summary for Test 2023-08-15-78-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994611 DEA: 112N1214 EFIS: 1121000171 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-94-39.0/R49.9 |
| Award Date | 06/06/2023 |
| Closeout Date | Not set |
| Work Description | MICROSURFACING, SHOULDER BACKING, RUMBLE STRIP, & STRIPING. |
| Location Description | SAN DIEGO NEAR POTRERO AND CANYON CITY FROM JUNCTION ROUTE 188 TO 3 MILES EAST OF CAMPO CREEK BRIDGE (BR NO. 57-0118) |
| QA Service Level | 1 (Verified on 07/18/2023) |
Sample Information
| Sample Taken Date | 08/15/2023 | Sample Unique Key | 78 |
|---|---|---|---|
| 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 | 08/15/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA-A |
| The quantity of what the sample constitutes | 24 boxes 6 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Smith |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 9101-PSU | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Otay | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 320819 Otay Val |
Test Details
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DIME Sample ID: 2023-08-15-78
DIME Test ID: 2023-08-15-78-5
Testing Lab: CT D11 - District 11 Materials 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: 2023-09-27
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/22/2023
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Untreated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3819.0 g | 3782.0 g | 3782.0 g | 3783.0 g | 3781.6 g | 3783.0 g | |
| 2201.0 g | 2166.0 g | 2168.0 g | 2168.0 g | 2166.0 g | 2167.0 g | |
| 3836.0 g | 3798.0 g | 3799.0 g | 3799.3 g | 3797.8 g | 3797.0 g | |
| 2.506 | 2.506 | 2.506 | 2.506 | 2.506 | 2.506 | |
| 3897.0 g | 3867.0 g | 3868.0 g | ||||
| 2201.0 g | 2166.0 g | 2168.0 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 220 mmHg | 220 mmHg | 220 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1635.0 cm^3 | 1632.0 cm^3 | 1631.0 cm^3 | 1631.3 cm^3 | 1631.8 cm^3 | 1630.0 cm^3 | |
2.336 | 2.317 | 2.319 | 2.319 | 2.317 | 2.321 | |
6.8 % | 7.5 % | 7.5 % | 7.5 % | 7.5 % | 7.4 % | |
111.2 cm^3 | 122.4 cm^3 | 122.3 cm^3 | 122.3 cm^3 | 122.4 cm^3 | 120.6 cm^3 | |
3896.8 g | 3867.7 g | 3867.6 g | ||||
3908 g | 3879.9 g | 3879.8 g | ||||
1696.0 cm^3 | 1701.0 cm^3 | 1700.0 cm^3 | ||||
78 cm^3 | 85 cm^3 | 86 cm^3 | ||||
70 % | 69 % | 70 % | ||||
3.7 % | 4.2 % | 4.2 % | ||||
9843 N | 6243 N | 7068 N | 8862 N | 6243 N | 8035 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
1 | 1 | 1 | 1 | 1 | 1 | |
3 | 2 | 2 | 2 | 2 | 3 | |
439 kPa | 279 kPa | 315 kPa | 396 kPa | 279 kPa | 359 kPa | |
50 psi | 50 psi | |||||
1 | ||||||
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Test was verified on 9/27/2023 ✔