Summary for Test 2024-03-13-12-5
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 | 03/13/2024 | 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 | 03/14/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1 1/2" 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 | ||
| Laboratory sample identification | 0108-JMF | 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 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1 inch | Lot number | |
| Sublot number | HMA Mix Number | 820801 Otay Val |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-03-13-12
DIME Test ID: 2024-03-13-12-5
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: 2024-03-25
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith / J Seymour
Date of test: 03/21/2024
| 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 | |
| 3804.2 g | 3789.9 g | 3789.1 g | 3835.1 g | 3804.2 g | 3794.3 g | |
| 2216.9 g | 2208.1 g | 2202.5 g | 2246.9 g | 2214.1 g | 2199.8 g | |
| 3829.4 g | 3806.9 g | 3815.6 g | 3860.9 g | 3828.4 g | 3815.0 g | |
| 2.540 | 2.540 | 2.540 | 2.540 | 2.540 | 2.540 | |
| 3887.0 g | 3874.0 g | 3881.4 g | ||||
| 2216.9 g | 2208.1 g | 2202.5 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 | ||||
1612.5 cm^3 | 1598.8 cm^3 | 1613.1 cm^3 | 1614.0 cm^3 | 1614.3 cm^3 | 1615.2 cm^3 | |
2.359 | 2.370 | 2.349 | 2.376 | 2.357 | 2.349 | |
7.1 % | 6.7 % | 7.5 % | 6.5 % | 7.2 % | 7.5 % | |
114.5 cm^3 | 107.1 cm^3 | 121.0 cm^3 | 104.9 cm^3 | 116.2 cm^3 | 121.1 cm^3 | |
3884.4 g | 3864.9 g | 3873.8 g | ||||
3895.8 g | 3875.6 g | 3885.9 g | ||||
1670.1 cm^3 | 1665.9 cm^3 | 1678.9 cm^3 | ||||
82.8 cm^3 | 84.1 cm^3 | 92.3 cm^3 | ||||
72 % | 79 % | 76 % | ||||
3.6 % | 4.2 % | 4.1 % | ||||
26551 N | 23997 N | 19364 N | 31002 N | 29840 N | 33877 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
1185 kPa | 1071 kPa | 864 kPa | 1385 kPa | 1333 kPa | 1513 kPa | |
151 psi | 204 psi | |||||
0.74 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies WET >70 DRY>100
Test was verified on 3/25/2024 ✔