Summary for Test 2024-01-28-12-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213457 DEA: 11430434 EFIS: 1118000197 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-12.9/14.6,14.9 |
| Award Date | 07/16/2022 |
| Closeout Date | 08/21/2025 |
| Work Description | HMA, STRUCTURAL BRIDGE, POLYESTER CONC OVERLAY, JPCP, & CONC BARRIER. |
| Location Description | SAN DIEGO COUNTY IN LA MESA AND EL CAJON FROM 0.1 MILE WEST OF GROSSMONT BOULEVARD OVERCROSSING TO WEST MAIN STREET OVERCROSSING AND AT MARSHALL AVENUE OVERHEAD |
| QA Service Level | 1 (Verified on 06/22/2018) |
Sample Information
| Sample Taken Date | 01/28/2024 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 01/29/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA-A |
| The quantity of what the sample constitutes | 12 boxes 6 bags | 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 | 7815-PSU | 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 | 2200817 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: 2024-01-28-12
DIME Test ID: 2024-01-28-12-5
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: 2024-03-04
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith / J Seymour
Date of test: 02/14/2024
| 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 | |
| 3881.8 g | 3830.7 g | 3835.8 g | 3835.8 g | 3831.2 g | 3829.4 g | |
| 2237.6 g | 2195.5 g | 2203.9 g | 2209.6 g | 2199.6 g | 2193.8 g | |
| 3894.8 g | 3842.8 g | 3858.1 g | 3851.3 g | 3844.6 g | 3846.0 g | |
| 2.504 | 2.504 | 2.504 | 2.504 | 2.504 | 2.504 | |
| 3960.4 g | 3919.9 g | 3930.5 g | ||||
| 2237.6 g | 2195.5 g | 2203.9 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 | ||||
1657.2 cm^3 | 1647.3 cm^3 | 1654.2 cm^3 | 1641.7 cm^3 | 1645.0 cm^3 | 1652.2 cm^3 | |
2.342 | 2.325 | 2.319 | 2.336 | 2.329 | 2.318 | |
6.5 % | 7.1 % | 7.4 % | 6.7 % | 7.0 % | 7.4 % | |
107.7 cm^3 | 117.0 cm^3 | 122.4 cm^3 | 110.0 cm^3 | 115.2 cm^3 | 122.3 cm^3 | |
3957.2 g | 3912.6 g | 3921.5 g | ||||
3968.0 g | 3924.3 g | 3933.7 g | ||||
1722.8 cm^3 | 1724.4 cm^3 | 1726.6 cm^3 | ||||
78.6 cm^3 | 89.2 cm^3 | 94.7 cm^3 | ||||
73 % | 76 % | 77 % | ||||
4.0 % | 4.7 % | 4.4 % | ||||
23374 N | 14424 N | 11678 N | 40929 N | 29257 N | 26153 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
1043 kPa | 644 kPa | 521 kPa | 1829 kPa | 1307 kPa | 1168 kPa | |
107 psi | 208 psi | |||||
0.51 | ||||||
General comments (publicly viewable) (Max 1000 characters): COMPLIES Target Wet >70 psi Dry > 100 psi
Test was verified on 3/4/2024 ✔