Summary for Test 2022-02-07-5-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 211848 DEA: 112T2174 EFIS: 1116000131 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R37.4 - R46.5 |
| Award Date | 12/22/2016 |
| Closeout Date | Not set |
| Work Description | (Alternative Delivery) CMGC, San Elijo Highway Bridge Replacement. Replace the San Elijo lagoon highway bridge, construct HOV lanes, construct bike and pedestrian trails and bridge, build multi-use facility at Manchester Ave. |
| Location Description | IN SAN DIEGO COUNTY IN SOLANA BEACH AND ENCINITAS FROM 0.1 MILE NORTH OF LOMAS SANTA FE DRIVE OVERCROSSING TO 0.2 MILE SOUTH OF BIRMINGHAM DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 01/31/2017) |
Sample Information
| Sample Taken Date | 02/07/2022 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 02/07/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA PSU |
| The quantity of what the sample constitutes | 12 boxes, 3 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Christopher | Last name of sampler or witnessed by | Lawless |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CCA Lakeside | 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 | Not set | |
| 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: 2022-02-07-5
DIME Test ID: 2022-02-07-5-5
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: 2024-08-29
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Shawn Lynn
Date of test: 02/09/2022
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Untreated | ||||||
| 152.0 mm | 152.0 mm | 152.0 mm | 152.0 mm | 152.0 mm | 152.0 mm | |
| 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3714.2 g | 3712.3 g | 3750.4 g | 3722.9 g | 3712.3 g | 3713.1 g | |
| 2132.0 g | 2130.1 g | 2131.2 g | 2146.7 g | 2119.2 g | 2119.7 g | |
| 3744.5 g | 3750.4 g | 3745.5 g | 3764.6 g | 3737.9 g | 3735.7 g | |
| 2.466 | 2.466 | 2.466 | 2.466 | 2.466 | 2.466 | |
| 3801.0 g | 3795.5 g | 3792.2 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 95.0 mm | 95.0 mm | ||||
| 150 mmHg | 160 mmHg | 160 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1612.5 cm^3 | 1620.3 cm^3 | 1614.3 cm^3 | 1617.9 cm^3 | 1618.7 cm^3 | 1616.0 cm^3 | |
2.303 | 2.291 | 2.323 | 2.301 | 2.293 | 2.298 | |
6.6 % | 7.1 % | 5.8 % | 6.7 % | 7.0 % | 6.8 % | |
106.4 cm^3 | 115.0 cm^3 | 93.6 cm^3 | 108.4 cm^3 | 113.3 cm^3 | 109.9 cm^3 | |
3788.7 g | 3792.8 g | 3815.9 g | ||||
3799.3 g | 3804.3 g | 3825.3 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
86.8 cm^3 | 83.2 cm^3 | 41.8 cm^3 | ||||
82 % | 72 % | 45 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
7011 N | 6446 N | 6111 N | 7660 N | 8049 N | 7124 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
0 | 0 | 0 | 2 | 2 | 2 | |
0 | 0 | 0 | 0 | 0 | 0 | |
309 kPa | 284 kPa | 269 kPa | 338 kPa | 355 kPa | 314 kPa | |
42 psi | 49 psi | |||||
0.86 | ||||||
General comments (publicly viewable) (Max 1000 characters): 1308-PSU 2T2174 22-02-07-5
Test was verified on 8/29/2024 ✔