Summary for Test 2023-08-01-92-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993287 DEA: 112T35U4 EFIS: 1121000195 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R37.4/R52.6 |
| Award Date | 09/07/2021 |
| Closeout Date | Not set |
| Work Description | CMSTPL-6211(148) I-5 N Coast Corridor HOV Extension Carlsbad |
| Location Description | IN SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM LOMAS SANTA FE DRIVE UNDERCROSSING TO 0.2 MILES NORTH OF OCEANSIDE BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/23/2021) |
Sample Information
| Sample Taken Date | 08/01/2023 | Sample Unique Key | 92 |
|---|---|---|---|
| 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 | 09/14/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA |
| The quantity of what the sample constitutes | 12 boxes 4 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | N/A | Last name of sampler or witnessed by | N/A |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 5210-PSU | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan CC | 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 | 220817 CC SJR R15 | |
| 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: 2023-08-01-92
DIME Test ID: 2023-08-01-92-5
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: 2023-10-12
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/29/2023
| 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 | |
| 3775.1 g | 3765.8 g | 3770.7 g | 3802.3 g | 3765.8 g | 3770.7 g | |
| 2146.5 g | 2172.2 g | 2158.8 g | 2190.0 g | 2172.2 g | 2158.8 g | |
| 3769.5 g | 3792.0 g | 3788.8 g | 3816.8 g | 3792.0 g | 3788.8 g | |
| 2.500 | 2.500 | 2.500 | 2.500 | 2.500 | 2.500 | |
| 3856.1 g | 3848.1 g | 3851.2 g | ||||
| 2146.5 g | 2151.0 g | 2168.9 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1623.0 cm^3 | 1619.8 cm^3 | 1630.0 cm^3 | 1626.8 cm^3 | 1619.8 cm^3 | 1630.0 cm^3 | |
2.326 | 2.325 | 2.313 | 2.337 | 2.325 | 2.313 | |
7.0 % | 7.0 % | 7.5 % | 6.5 % | 7.0 % | 7.5 % | |
113.6 cm^3 | 113.4 cm^3 | 122.3 cm^3 | 105.7 cm^3 | 113.4 cm^3 | 122.3 cm^3 | |
3854.6 g | 3845.2 g | 3856.3 g | ||||
3866.0 g | 3856.5 g | 3868.5 g | ||||
1709.6 cm^3 | 1697.1 cm^3 | 1682.3 cm^3 | ||||
81.0 cm^3 | 82.3 cm^3 | 80.5 cm^3 | ||||
71 % | 73 % | 66 % | ||||
5.3 % | 4.8 % | 3.2 % | ||||
18113 N | 21062 N | 31338 N | 36413 N | 29607 N | 31338 N | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
808 kPa | 940 kPa | 1399 kPa | 1627 kPa | 1323 kPa | 1400 kPa | |
152 psi | 210 psi | |||||
0.72 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/12/2023 ✔