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 |
|---|---|---|---|
| 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 | 08/15/2022 |
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 | ||||
| 2274.4 g | 2275.4 g | 2272.9 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 % | ||||
0.5 % | 0.6 % | 0.3 % | ||||
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 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/26/2022 ✔