Summary for Test 2024-08-25-9-5
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 | 08/25/2024 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 08/26/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 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 | 6193804522 | |
| Laboratory sample identification | 0123-RPSU | 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 320819 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: 2024-08-25-9
DIME Test ID: 2024-08-25-9-5
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: 2024-09-10
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/06/2024
| 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 | |
| 3760.3 g | 3765.1 g | 3766.4 g | 3768.1 g | 3765.6 g | 3766.8 g | |
| 2148.2 g | 2147.6 g | 2148.7 g | 2148.6 g | 2145.6 g | 2147.0 g | |
| 3779.0 g | 3780.2 g | 3782.2 g | 3779.2 g | 3778.7 g | 3779.0 g | |
| 2.494 | 2.494 | 2.494 | 2.494 | 2.494 | 2.494 | |
| 3845.9 g | 3850.8 g | 3852.2 g | ||||
| 2148.2 g | 2147.6 g | 2148.7 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 | ||||
1630.8 cm^3 | 1632.6 cm^3 | 1633.5 cm^3 | 1630.6 cm^3 | 1633.1 cm^3 | 1632.0 cm^3 | |
2.306 | 2.306 | 2.306 | 2.311 | 2.306 | 2.308 | |
7.5 % | 7.5 % | 7.5 % | 7.3 % | 7.5 % | 7.5 % | |
122.3 cm^3 | 122.4 cm^3 | 122.5 cm^3 | 119.0 cm^3 | 122.5 cm^3 | 122.4 cm^3 | |
3845.9 g | 3850.8 g | 3852.2 g | ||||
3858.1 g | 3863.0 g | 3864.4 g | ||||
1697.7 cm^3 | 1703.2 cm^3 | 1703.5 cm^3 | ||||
85.6 cm^3 | 85.7 cm^3 | 85.8 cm^3 | ||||
70 % | 70 % | 70 % | ||||
4.1 % | 4.3 % | 4.3 % | ||||
29367 N | 25110 N | 23487 N | 30675 N | 33984 N | 34669 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
1311 kPa | 1121 kPa | 1048 kPa | 1370 kPa | 1518 kPa | 1549 kPa | |
168 psi | 214 psi | |||||
0.79 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies - Targets Wet>70 and Dry >100 Tensile 0.79
Test was verified on 9/10/2024 ✔