Summary for Test 2024-09-29-6-5
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 | 09/29/2024 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 10/03/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PSU |
| 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 | 0132-PSU | Linked DIME Sample ID | 2024-09-29-7 |
| 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: 2024-09-29-6
DIME Test ID: 2024-09-29-6-5
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: 2024-10-15
Test Results
Unit system used?: US Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 10/15/2024
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 5.9 in | 5.9 in | 5.9 in | 5.9 in | 5.9 in | 5.9 in | |
| 3.7 in | 3.7 in | 3.7 in | 3.7 in | 3.7 in | 3.7 in | |
| 3789.8 g | 3802.6 g | 3799.1 g | 3801.9 g | 3797.0 g | 3797.8 g | |
| 2174.8 g | 2172.1 g | 2190.0 g | 2189.1 g | 2182.9 g | 2166.5 g | |
| 3810.7 g | 3815.6 g | 3824.4 g | 3822.6 g | 3819.2 g | 3815.5 g | |
| 2.489 | 2.489 | 2.489 | 2.489 | 2.489 | 2.489 | |
| 3869.2 g | 3883.1 g | 3874.6 g | ||||
| 2174.8 g | 2172.1 g | 2190.0 g | ||||
| 5.9 in | 5.9 in | 5.9 in | ||||
| 0 mmHg | 0 mmHg | 0 mmHg | ||||
| 225 inHg | 225 inHg | 225 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1635.9 cm^3 | 1643.5 cm^3 | 1634.4 cm^3 | 1633.5 cm^3 | 1636.3 cm^3 | 1649.0 cm^3 | |
2.317 | 2.314 | 2.324 | 2.327 | 2.320 | 2.303 | |
6.9 % | 7.0 % | 6.6 % | 6.5 % | 6.8 % | 7.5 % | |
112.9 cm^3 | 115.0 cm^3 | 107.9 cm^3 | 106.2 cm^3 | 111.3 cm^3 | 123.7 cm^3 | |
3868.8 g | 3883.1 g | 3874.6 g | ||||
3880.1 g | 3894.6 g | 3885.4 g | ||||
1694.4 cm^3 | 1711.0 cm^3 | 1684.6 cm^3 | ||||
79.4 cm^3 | 80.5 cm^3 | 75.5 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.6 % | 4.1 % | 3.1 % | ||||
7010 lbf | 6451 lbf | 6833 lbf | 10394 lbf | 7943 lbf | 7042 lbf | |
1 | 1 | 1 | 1 | 1 | 1 | |
0 | 0 | 0 | 0 | 0 | 0 | |
0 | 0 | 0 | 0 | 0 | 0 | |
204 psi | 188 psi | 199 psi | 303 psi | 232 psi | 205 psi | |
197 psi | 247 psi | |||||
0.8 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 10/15/2024 ✔