Summary for Test 2024-04-22-111-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995054 DEA: 024H0204 EFIS: 0218000069 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-20.0/39.7 |
| Award Date | 10/23/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | PLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING. |
| Location Description | TEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 04/22/2024 | Sample Unique Key | 111 |
|---|---|---|---|
| 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 | 04/23/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | D. | Last name of sampler or witnessed by | Owen |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | D79471 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858484 |
| 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 | ||
| 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: 2024-04-22-111
DIME Test ID: 2024-04-22-111-5
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: 2024-06-10
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 05/08/2024
| 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 | |
| 94.7 mm | 94.8 mm | 94.9 mm | 94.8 mm | 94.8 mm | 94.8 mm | |
| 3770.6 g | 3772.4 g | 3772.0 g | 3771.6 g | 3771.5 g | 3774.0 g | |
| 2194.1 g | 2196.2 g | 2193.8 g | 2192.5 g | 2189.3 g | 2197.0 g | |
| 3810.2 g | 3810.8 g | 3811.9 g | 3807.4 g | 3807.7 g | 3811.3 g | |
| 2.519 | 2.519 | 2.519 | 2.519 | 2.519 | 2.519 | |
| 3854.3 g | 3855.8 g | 3859.2 g | ||||
| 2238.2 g | 2241.2 g | 2241.1 g | ||||
| 94.7 mm | 94.8 mm | 94.8 mm | ||||
| 177 mmHg | 192 mmHg | 203 mmHg | ||||
| 22 inHg | 22 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1616.1 cm^3 | 1614.6 cm^3 | 1618.1 cm^3 | 1614.9 cm^3 | 1618.4 cm^3 | 1614.3 cm^3 | |
2.333 | 2.336 | 2.331 | 2.336 | 2.330 | 2.338 | |
7.4 % | 7.3 % | 7.5 % | 7.3 % | 7.5 % | 7.2 % | |
119.6 cm^3 | 117.9 cm^3 | 121.4 cm^3 | 117.9 cm^3 | 121.4 cm^3 | 116.2 cm^3 | |
3854.3 g | 3854.9 g | 3857.0 g | ||||
3866.3 g | 3866.7 g | 3869.1 g | ||||
1616.1 cm^3 | 1614.6 cm^3 | 1618.1 cm^3 | ||||
83.7 cm^3 | 83.4 cm^3 | 87.2 cm^3 | ||||
70 % | 71 % | 72 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
18229 N | 17095 N | 17433 N | 20288 N | 19812 N | 19870 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
22 | 22 | 17 | 39 | 32 | 29 | |
0 | 1 | 0 | 0 | 0 | 1 | |
817 kPa | 765 kPa | 780 kPa | 908 kPa | 887 kPa | 890 kPa | |
114 psi | 130 psi | |||||
0.88 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=130.psi,
S2=114psi,
TSR=88%
Test was verified on 6/10/2024 ✔