Summary for Test 2024-07-30-25-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994331 DEA: 11430254 EFIS: 1118000079 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-52-5.1/9.0 |
| Award Date | 12/21/2023 |
| Closeout Date | Not set |
| Work Description | CONST AUX LANE, COMPACTION GROUTING, RHMA, LANDSCAPE, & ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM 0.4 MILE WEST OF CONVOY STREET OVERCROSSING TO 0.3 MILE EAST OF SANTO ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 02/05/2024) |
Sample Information
| Sample Taken Date | 07/30/2024 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 07/30/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 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 | 619 380 4522 | |
| Laboratory sample identification | 0802-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: 2024-07-30-25
DIME Test ID: 2024-07-30-25-5
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: 2024-08-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 08/08/2024
| 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 | |
| 3764.6 g | 3770.1 g | 3765.6 g | 3771.1 g | 3770.2 g | 3766.1 g | |
| 2157.3 g | 2157.3 g | 2151.3 g | 2173.9 g | 2152.3 g | 2149.9 g | |
| 3780.0 g | 3780.6 g | 3779.7 g | 3790.2 g | 3782.5 g | 3780.6 g | |
| 2.498 | 2.498 | 2.498 | 2.498 | 2.498 | 2.498 | |
| 3845.2 g | 3849.6 g | 3850.0 g | ||||
| 2157.3 g | 2157.3 g | 2151.3 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 | ||||
1622.7 cm^3 | 1623.3 cm^3 | 1628.4 cm^3 | 1616.3 cm^3 | 1630.2 cm^3 | 1630.7 cm^3 | |
2.320 | 2.322 | 2.312 | 2.333 | 2.313 | 2.309 | |
7.1 % | 7.0 % | 7.4 % | 6.6 % | 7.4 % | 7.6 % | |
115.2 cm^3 | 113.6 cm^3 | 120.5 cm^3 | 106.7 cm^3 | 120.6 cm^3 | 123.9 cm^3 | |
3845.2 g | 3849.6 g | 3849.9 g | ||||
3856.8 g | 3861.0 g | 3862.0 g | ||||
1687.9 cm^3 | 1692.3 cm^3 | 1698.7 cm^3 | ||||
80.6 cm^3 | 79.5 cm^3 | 84.4 cm^3 | ||||
70 % | 70 % | 70 % | ||||
4.0 % | 4.3 % | 4.3 % | ||||
21762 N | 16909 N | 15086 N | 21701 N | 21167 N | 19371 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
971 kPa | 755 kPa | 673 kPa | 969 kPa | 946 kPa | 865 kPa | |
116 psi | 134 psi | |||||
0.87 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Targets Wet > 70 psi & Dry > 100 psi
Test was verified on 8/9/2024 ✔