Summary for Test 2024-08-23-18-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994947 DEA: 112T3644 EFIS: 1121000108 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-56-0.3/3.0 |
| Award Date | 10/17/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT JPCP, HMA, RHMA-G, SIGNS, BARRIERS, LANDSCAPE, & ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM EL CAMINO REAL UNDERCROSSING TO 0.3 MILE WEST OF CARMEL VALLEY ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 01/22/2024) |
Sample Information
| Sample Taken Date | 08/23/2024 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 08/23/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PSUE |
| 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 | 0901-PSU | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Martin Marietta | 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 23417005SR | |
| 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: 2024-08-23-18
DIME Test ID: 2024-08-23-18-5
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: 2024-09-05
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/04/2024
| 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 | |
| 3806.0 g | 3763.6 g | 3764.8 g | 3783.8 g | 3782.7 g | 3783.1 g | |
| 2208.0 g | 2176.0 g | 2179.6 g | 2180.5 g | 2180.6 g | 2186.8 g | |
| 3820.7 g | 3788.4 g | 3792.5 g | 3801.9 g | 3800.6 g | 3804.1 g | |
| 2.524 | 2.524 | 2.524 | 2.524 | 2.524 | 2.524 | |
| 3879.4 g | 3848.2 g | 3849.5 g | ||||
| 2208.0 g | 2176.0 g | 2179.6 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1612.7 cm^3 | 1612.4 cm^3 | 1612.9 cm^3 | 1621.4 cm^3 | 1620.0 cm^3 | 1617.3 cm^3 | |
2.360 | 2.334 | 2.334 | 2.334 | 2.335 | 2.339 | |
6.5 % | 7.5 % | 7.5 % | 7.5 % | 7.5 % | 7.3 % | |
104.8 cm^3 | 120.9 cm^3 | 121.0 cm^3 | 121.6 cm^3 | 121.5 cm^3 | 118.1 cm^3 | |
3879.4 g | 3848.2 g | 3849.5 g | ||||
3889.8 g | 3860.3 g | 3861.6 g | ||||
1671.4 cm^3 | 1672.2 cm^3 | 1669.9 cm^3 | ||||
73.4 cm^3 | 84.6 cm^3 | 84.7 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.6 % | 3.7 % | 3.5 % | ||||
25528 N | 24158 N | 24941 N | 24221 N | 25572 N | 23989 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
1139 kPa | 1078 kPa | 1113 kPa | 1082 kPa | 1142 kPa | 1072 kPa | |
161 psi | 159 psi | |||||
1.01 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY > 100 psi
Test was verified on 9/5/2024 ✔