Summary for Test 2024-03-13-12-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994903 DEA: 11430244 EFIS: 1118000033 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-125-9.3/13.0 |
| Award Date | 09/06/2023 |
| Closeout Date | Not set |
| Work Description | PLACE HMA, RHMA, SLAB REPLACEMENT, AND ELECTRICAL WORK. |
| Location Description | SAN DIEGO COUNTY IN AND NEAR LEMON GROVE FROM 0.3 MILE SOUTH OF ELKELTON PLACE UNDERCROSSING TO 0.2 MILE SOUTH OF ROUTE 125/94 SEPARATION |
| QA Service Level | 1 (Verified on 11/14/2023) |
Sample Information
| Sample Taken Date | 03/13/2024 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/14/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 1 1/2" HMA | The quantity of what the sample constitutes | 12 boxes |
| 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 | 0108-JMF | |
| 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1 inch | Lot number | |
| Sublot number | HMA Mix Number | 820801 Otay Val | |
| 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: 2024-03-13-12
DIME Test ID: 2024-03-13-12-5
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: 2024-03-25
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith / J Seymour
Date of test: 03/21/2024
| 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 | |
| 3804.2 g | 3789.9 g | 3789.1 g | 3835.1 g | 3804.2 g | 3794.3 g | |
| 2216.9 g | 2208.1 g | 2202.5 g | 2246.9 g | 2214.1 g | 2199.8 g | |
| 3829.4 g | 3806.9 g | 3815.6 g | 3860.9 g | 3828.4 g | 3815.0 g | |
| 2.540 | 2.540 | 2.540 | 2.540 | 2.540 | 2.540 | |
| 3887.0 g | 3874.0 g | 3881.4 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 220 mmHg | 220 mmHg | 220 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1612.5 cm^3 | 1598.8 cm^3 | 1613.1 cm^3 | 1614.0 cm^3 | 1614.3 cm^3 | 1615.2 cm^3 | |
2.359 | 2.370 | 2.349 | 2.376 | 2.357 | 2.349 | |
7.1 % | 6.7 % | 7.5 % | 6.5 % | 7.2 % | 7.5 % | |
114.5 cm^3 | 107.1 cm^3 | 121.0 cm^3 | 104.9 cm^3 | 116.2 cm^3 | 121.1 cm^3 | |
3884.4 g | 3864.9 g | 3873.8 g | ||||
3895.8 g | 3875.6 g | 3885.9 g | ||||
1670.1 cm^3 | 1665.9 cm^3 | 1678.9 cm^3 | ||||
82.8 cm^3 | 84.1 cm^3 | 92.3 cm^3 | ||||
72 % | 79 % | 76 % | ||||
26551 N | 23997 N | 19364 N | 31002 N | 29840 N | 33877 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
1185 kPa | 1071 kPa | 864 kPa | 1385 kPa | 1333 kPa | 1513 kPa | |
151 psi | 204 psi | |||||
0.74 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies WET >70 DRY>100
Test was verified on 3/25/2024 ✔