Summary for Test 2022-08-15-36-4
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 | 08/15/2022 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/15/2022 | Sample type | Department Acceptance |
| A brief description of the sample | 12 boxes of Lime Treated 3/4-inch Type A HMA with 15.0% RAP and virgin PG 64-16 from Valero – Benicia | 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 | . | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D79128 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River Construction – Orland Plant (Orland, CA) | |
| Transportation Laboratory (TL) Number | 857902 | 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 | 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: 2022-08-15-36
DIME Test ID: 2022-08-15-36-4
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 and Darrell Valasek
Date of test: 08/23/2022
| 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 | |
| 95.1 mm | 94.9 mm | 94.9 mm | 94.9 mm | 95.0 mm | 95.0 mm | |
| 3802.5 g | 3804.5 g | 3800.0 g | 3798.8 g | 3803.5 g | 3804.4 g | |
| 2224.0 g | 2225.4 g | 2230.7 g | 2240.4 g | 2237.4 g | 2230.2 g | |
| 3830.0 g | 3832.2 g | 3836.7 g | 3843.6 g | 3842.9 g | 3840.4 g | |
| 2.555 | 2.555 | 2.555 | 2.555 | 2.555 | 2.555 | |
| 3888.6 g | 3891.3 g | 3883.5 g | ||||
| 95.1 mm | 95.0 mm | 95.0 mm | ||||
| 250 mmHg | 271 mmHg | 298 mmHg | ||||
| 19 inHg | 19 inHg | 18 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1606.0 cm^3 | 1606.8 cm^3 | 1606.0 cm^3 | 1603.2 cm^3 | 1605.5 cm^3 | 1610.2 cm^3 | |
2.368 | 2.368 | 2.366 | 2.370 | 2.369 | 2.363 | |
7.3 % | 7.3 % | 7.4 % | 7.2 % | 7.3 % | 7.5 % | |
117.2 cm^3 | 117.3 cm^3 | 118.8 cm^3 | 115.4 cm^3 | 117.2 cm^3 | 120.8 cm^3 | |
3884.5 g | 3886.6 g | 3883.2 g | ||||
3896.3 g | 3898.3 g | 3895.0 g | ||||
1614.2 cm^3 | 1615.9 cm^3 | 1610.6 cm^3 | ||||
86.1 cm^3 | 86.8 cm^3 | 83.5 cm^3 | ||||
73 % | 74 % | 70 % | ||||
22793 N | 26164 N | 26436 N | 27090 N | 29318 N | 29510 N | |
1 | 0 | 0 | 0 | 0 | 0 | |
25 | 26 | 17 | 41 | 25 | 36 | |
1 | 2 | 0 | 0 | 1 | 0 | |
1017 kPa | 1169 kPa | 1181 kPa | 1212 kPa | 1310 kPa | 1318 kPa | |
163 psi | 186 psi | |||||
0.88 | ||||||
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Test was verified on 8/26/2022 ✔