Summary for Test 2024-08-19-107-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000089 DEA: 024J8904 EFIS: 0223000084 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-6.0/R12.6 |
| Award Date | 04/04/2024 |
| Closeout Date | 01/24/2025 |
| Work Description | RHMA (GAP GRADED) OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TEHAMA COUNTY NEAR PLATINA FROM 3.3 MILES WEST OF VESTAL ROAD TO 2.3 MILES EAST OF DRY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 08/19/2024 | Sample Unique Key | 107 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/09/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4" Type A HMA w/15% RAP | The quantity of what the sample constitutes | 16 boxes of 3/4" Type A HMA with RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Unknown |
| Last name of sampler or witnessed by | Unknown | Title of sampler | Unknown |
| Telephone number of sampler | Laboratory sample identification | D79708 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River Construction | |
| Transportation Laboratory (TL) Number | 895204 | 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 | |
| Sublot number | HMA Mix Number | ||
| 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: 2024-08-19-107
DIME Test ID: 2024-08-19-107-4
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: 2024-09-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 09/26/2024
| 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 | |
| 94.9 mm | 94.8 mm | 94.8 mm | 94.9 mm | 94.7 mm | 94.9 mm | |
| 3812.8 g | 3813.2 g | 3812.2 g | 3812.1 g | 3812.3 g | 3813.3 g | |
| 2232.0 g | 2237.1 g | 2244.7 g | 2230.1 g | 2240.5 g | 2235.1 g | |
| 3851.4 g | 3854.4 g | 3857.8 g | 3851.5 g | 3851.3 g | 3854.4 g | |
| 2.543 | 2.543 | 2.543 | 2.543 | 2.543 | 2.543 | |
| 3891.6 g | 3902.7 g | 3901.5 g | ||||
| 95.0 mm | 95.0 mm | 95.0 mm | ||||
| 264 mmHg | 246 mmHg | 193 mmHg | ||||
| 18 inHg | 19 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1619.4 cm^3 | 1617.3 cm^3 | 1613.1 cm^3 | 1621.4 cm^3 | 1610.8 cm^3 | 1619.3 cm^3 | |
2.354 | 2.358 | 2.363 | 2.351 | 2.367 | 2.355 | |
7.4 % | 7.3 % | 7.1 % | 7.6 % | 6.9 % | 7.4 % | |
119.8 cm^3 | 118.1 cm^3 | 114.5 cm^3 | 123.2 cm^3 | 111.1 cm^3 | 119.8 cm^3 | |
3896.7 g | 3895.9 g | 3892.4 g | ||||
3908.6 g | 3907.7 g | 3903.8 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
78.8 cm^3 | 89.5 cm^3 | 89.3 cm^3 | ||||
66 % | 76 % | 78 % | ||||
28402 N | 30137 N | 30541 N | 32797 N | 33935 N | 35577 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
19 | 25 | 20 | 24 | 30 | 27 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1269 kPa | 1346 kPa | 1364 kPa | 1467 kPa | 1521 kPa | 1591 kPa | |
192 psi | 221 psi | |||||
0.87 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=221 psi, S2=192 psi, TSR=87%
Test was verified on 9/26/2024 ✔