Summary for Test 2024-05-14-122-8
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995285 DEA: 024H7804 EFIS: 0219000004 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-89-22.0/30.6 |
| Award Date | 02/23/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | PLACE HMA, SHOULDER BACKING AND THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | SHASTA COUNTY ABOUT 6 MILES EAST OF BURNEY FROM 0.2 MILE NORTH OF ROUTE 299 TO 0.6 MILE NORTH OF LAKE BRITTON ROAD |
| QA Service Level | 1 (Verified on 12/04/2023) |
Sample Information
| Sample Taken Date | 05/14/2024 | Sample Unique Key | 122 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/14/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) | The quantity of what the sample constitutes | Production Start-Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | CGI |
| Last name of sampler or witnessed by | Hat Creek | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D79529 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Shaw Pit Facility (Lookout, CA) | |
| Transportation Laboratory (TL) Number | 876853 | 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: 2024-05-14-122
DIME Test ID: 2024-05-14-122-8
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: 2024-11-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 11/19/2024
| 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 | |
| 95.0 mm | 94.9 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3682.0 g | 3681.8 g | 3682.7 g | 3682.9 g | 3680.3 g | 3682.9 g | |
| 2093.9 g | 2089.7 g | 2093.6 g | 2087.9 g | 2096.0 g | 2096.8 g | |
| 3702.3 g | 3703.9 g | 3703.5 g | 3703.4 g | 3700.1 g | 3707.5 g | |
| 2.460 | 2.460 | 2.460 | 2.460 | 2.460 | 2.460 | |
| 3764.7 g | 3764.3 g | 3763.9 g | ||||
| 95.0 mm | 95.0 mm | 95.1 mm | ||||
| 119 mmHg | 195 mmHg | 148 mmHg | ||||
| 24 inHg | 21 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1608.4 cm^3 | 1614.2 cm^3 | 1609.9 cm^3 | 1615.5 cm^3 | 1604.1 cm^3 | 1610.7 cm^3 | |
2.289 | 2.281 | 2.288 | 2.280 | 2.294 | 2.287 | |
7.0 % | 7.3 % | 7.0 % | 7.3 % | 6.7 % | 7.0 % | |
112.6 cm^3 | 117.8 cm^3 | 112.7 cm^3 | 117.9 cm^3 | 107.5 cm^3 | 112.7 cm^3 | |
3760.8 g | 3764.3 g | 3761.6 g | ||||
3772.1 g | 3776.0 g | 3772.9 g | ||||
0.0 cm^3 | 1617.0 cm^3 | 1610.2 cm^3 | ||||
82.7 cm^3 | 82.5 cm^3 | 81.2 cm^3 | ||||
73 % | 70 % | 72 % | ||||
11579 N | 9684 N | 12104 N | 13394 N | 14848 N | 13376 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
14 | 12 | 11 | 24 | 28 | 21 | |
1 | 1 | 0 | 0 | 0 | 0 | |
517 kPa | 433 kPa | 540 kPa | 598 kPa | 663 kPa | 598 kPa | |
72 psi | 90 psi | |||||
0.8 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=90psi,
S2=72psi,
TSR=80.%
Test was verified on 11/26/2024 ✔