Summary for Test 2023-09-27-55-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995105 DEA: 023J8104 EFIS: 0222000086 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-0.408/7.1 |
| Award Date | 03/17/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | Scott Mountain Overlay |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/24/2023) |
Sample Information
| Sample Taken Date | 09/27/2023 | Sample Unique Key | 55 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/27/2023 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/8-inch Type A HMA with 24.0% RAP and virgin PG 58-34 M binder from Valero (Benicia, CA) | The quantity of what the sample constitutes | Production Start-Up Evaluation/JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D79363 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 824451 | 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 | 3/8 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| 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: 2023-09-27-55
DIME Test ID: 2023-09-27-55-6
Testing Lab: CT D02 - Redding Northern Regional 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: 2023-10-16
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 10/16/2023
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 94.8 mm | 94.6 mm | 94.7 mm | 94.8 mm | 94.7 mm | 94.7 mm | |
| 3740.2 g | 3740.0 g | 3739.7 g | 3739.6 g | 3739.0 g | 3740.0 g | |
| 2140.6 g | 2148.6 g | 2152.2 g | 2148.8 g | 2138.8 g | 2147.7 g | |
| 3769.1 g | 3775.7 g | 3778.6 g | 3779.0 g | 3766.1 g | 3773.9 g | |
| 2.472 | 2.472 | 2.472 | 2.472 | 2.472 | 2.472 | |
| 3823.1 g | 3827.3 g | 3825.8 g | ||||
| 94.9 mm | 94.8 mm | 94.9 mm | ||||
| 172 mmHg | 193 mmHg | 219 mmHg | ||||
| 22 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1628.5 cm^3 | 1627.1 cm^3 | 1626.4 cm^3 | 1630.2 cm^3 | 1627.3 cm^3 | 1626.2 cm^3 | |
2.297 | 2.299 | 2.299 | 2.294 | 2.298 | 2.300 | |
7.1 % | 7.0 % | 7.0 % | 7.2 % | 7.0 % | 7.0 % | |
115.6 cm^3 | 113.9 cm^3 | 113.8 cm^3 | 117.4 cm^3 | 113.9 cm^3 | 113.8 cm^3 | |
3821.1 g | 3819.7 g | 3819.4 g | ||||
3832.7 g | 3831.1 g | 3830.7 g | ||||
1627.7 cm^3 | 1626.3 cm^3 | 1625.9 cm^3 | ||||
82.9 cm^3 | 87.3 cm^3 | 86.1 cm^3 | ||||
72 % | 77 % | 76 % | ||||
15618 N | 16396 N | 16214 N | 19270 N | 20239 N | 19314 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
15 | 11 | 14 | 20 | 20 | 15 | |
0 | 0 | 0 | 0 | 0 | 0 | |
698 kPa | 734 kPa | 725 kPa | 863 kPa | 907 kPa | 866 kPa | |
104 psi | 127 psi | |||||
0.82 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=127psi,
S2=104psi,
TSR=82%
Test was verified on 10/16/2023 ✔