Summary for Test 2022-08-17-55-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993697 DEA: 022J4504 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-56.0/R60.5 |
| Award Date | 06/09/2022 |
| Closeout Date | 10/06/2022 |
| Work Description | PLACE HMA (TYPE A) AND REPLACE AC SURFACING. |
| Location Description | TEHAMA COUNTY ABOUT 13 MILES EAST OF RED BLUFF FROM 0.7 MILE EAST OF MANTON ROAD TO 2.4 MILES EAST OF PAYNES CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/05/2022) |
Sample Information
| Sample Taken Date | 08/17/2022 | Sample Unique Key | 55 |
|---|---|---|---|
| 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 | 08/17/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 12 boxes of Lime Treated 3/8-inch Type A HMA with 25.0% RAP and virgin PG 58-34 M from Albina – Klamath Falls |
| 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 | JD | Last name of sampler or witnessed by | Atkinson |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79130 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Knife River Construction – Orland Plant (Orland, CA) | Transportation Laboratory (TL) Number | 857906 |
| 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 | Not set | |
| 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: 2022-08-17-55
DIME Test ID: 2022-08-17-55-5
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: 2022-08-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 08/25/2022
| 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 | |
| 94.9 mm | 94.9 mm | 94.9 mm | 94.8 mm | 94.9 mm | 94.9 mm | |
| 3810.6 g | 3810.0 g | 3810.6 g | 3809.3 g | 3810.3 g | 3808.4 g | |
| 2203.9 g | 2205.6 g | 2202.2 g | 2205.3 g | 2201.9 g | 2198.6 g | |
| 3843.5 g | 3841.7 g | 3839.4 g | 3841.0 g | 3842.0 g | 3836.2 g | |
| 2.512 | 2.512 | 2.512 | 2.512 | 2.512 | 2.512 | |
| 3899.6 g | 3895.0 g | 3901.1 g | ||||
| 2260.8 g | 2259.5 g | 2264.7 g | ||||
| 94.9 mm | 94.9 mm | 95.0 mm | ||||
| 275 mmHg | 249 mmHg | 279 mmHg | ||||
| 18 inHg | 19 inHg | 19 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1639.6 cm^3 | 1636.1 cm^3 | 1637.2 cm^3 | 1635.7 cm^3 | 1640.1 cm^3 | 1637.6 cm^3 | |
2.324 | 2.329 | 2.328 | 2.329 | 2.323 | 2.326 | |
7.5 % | 7.3 % | 7.3 % | 7.3 % | 7.5 % | 7.4 % | |
123.0 cm^3 | 119.4 cm^3 | 119.5 cm^3 | 119.4 cm^3 | 123.0 cm^3 | 121.2 cm^3 | |
3896.7 g | 3893.6 g | 3894.3 g | ||||
3909.0 g | 3905.5 g | 3906.2 g | ||||
1638.8 cm^3 | 1635.5 cm^3 | 1636.4 cm^3 | ||||
89.0 cm^3 | 85.0 cm^3 | 90.5 cm^3 | ||||
72 % | 71 % | 76 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
32810 N | 32205 N | 31307 N | 38531 N | 37192 N | 38112 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
18 | 16 | 12 | 19 | 28 | 32 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1467 kPa | 1440 kPa | 1399 kPa | 1725 kPa | 1663 kPa | 1704 kPa | |
208 psi | 246 psi | |||||
0.85 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/26/2022 ✔