Summary for Test 2022-08-29-54-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993299 DEA: 022J3904 EFIS: 0221000073 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-45.5/51.6 |
| Award Date | 11/16/2021 |
| Closeout Date | 11/23/2022 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING. |
| Location Description | SHASTA COUNTY NEAR VIOLA FROM 3.0 MILES EAST OF DEER FLAT ROAD TO 0.5 MILE EAST OF BRIDGE CREEK ROAD |
| QA Service Level | 1 (Verified on 10/18/2021) |
Sample Information
| Sample Taken Date | 08/29/2022 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 08/29/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA-A with 25.0% RAP and virgin PG 58-22 from Valero – Benecia |
| 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79142 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 866064 |
| 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 | 1/2 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: 2022-08-29-54
DIME Test ID: 2022-08-29-54-6
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: 2022-09-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 09/08/2022
| 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 | |
| 95.0 mm | 94.8 mm | 94.9 mm | 95.0 mm | 95.0 mm | 94.9 mm | |
| 3795.0 g | 3794.7 g | 3795.4 g | 3795.1 g | 3794.3 g | 3794.9 g | |
| 2199.1 g | 2202.1 g | 2199.7 g | 2198.3 g | 2197.5 g | 2203.1 g | |
| 3822.7 g | 3819.7 g | 3824.8 g | 3823.7 g | 3821.4 g | 3823.4 g | |
| 2.512 | 2.512 | 2.512 | 2.512 | 2.512 | 2.512 | |
| 3874.5 g | 3869.7 g | 3876.6 g | ||||
| 2251.7 g | 2251.9 g | 2249.1 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 210 mmHg | 179 mmHg | 198 mmHg | ||||
| 20 inHg | 22 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1623.6 cm^3 | 1617.6 cm^3 | 1625.1 cm^3 | 1625.4 cm^3 | 1623.9 cm^3 | 1620.3 cm^3 | |
2.337 | 2.346 | 2.335 | 2.335 | 2.337 | 2.342 | |
7.0 % | 6.6 % | 7.0 % | 7.0 % | 7.0 % | 6.8 % | |
113.7 cm^3 | 106.8 cm^3 | 113.8 cm^3 | 113.8 cm^3 | 113.7 cm^3 | 110.2 cm^3 | |
3874.6 g | 3869.5 g | 3875.1 g | ||||
3886.0 g | 3880.1 g | 3886.4 g | ||||
1622.8 cm^3 | 1617.8 cm^3 | 1627.5 cm^3 | ||||
79.5 cm^3 | 75.0 cm^3 | 81.2 cm^3 | ||||
70 % | 70 % | 71 % | ||||
0.0 % | 0.0 % | 0.1 % | ||||
28660 N | 28784 N | 29710 N | 31164 N | 31098 N | 32116 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
24 | 19 | 19 | 12 | 10 | 14 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1282 kPa | 1287 kPa | 1329 kPa | 1392 kPa | 1389 kPa | 1436 kPa | |
188 psi | 204 psi | |||||
0.92 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2022 ✔