Summary for Test 2024-09-09-97-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993119 DEA: 021J7104 EFIS: 0220000120 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-29.77/L30.88 |
| Award Date | 06/06/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | TRINITY 3 PAVEMENT AND DRAINAGE |
| Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM READING CREEK BRIDGE TO ROUTE 299 |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 09/09/2024 | Sample Unique Key | 97 |
|---|---|---|---|
| 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 | 09/09/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" Type-A HMA w/25% RAP |
| The quantity of what the sample constitutes | 16 boxes of 1/2" Type A HMA with RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79712 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | Transportation Laboratory (TL) Number | 848626 |
| 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 | ||
| 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: 2024-09-09-97
DIME Test ID: 2024-09-09-97-6
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: 2024-10-03
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 10/01/2024
| 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 | |
| 95.0 mm | 94.9 mm | 94.9 mm | 95.0 mm | 94.9 mm | 95.0 mm | |
| 3822.0 g | 3821.5 g | 3822.7 g | 3820.4 g | 3820.8 g | 3821.6 g | |
| 2224.5 g | 2223.3 g | 2221.8 g | 2223.5 g | 2218.5 g | 2230.6 g | |
| 3846.1 g | 3842.7 g | 3846.1 g | 3846.6 g | 3839.8 g | 3848.4 g | |
| 2.542 | 2.542 | 2.542 | 2.542 | 2.542 | 2.542 | |
| 3905.4 g | 3904.9 g | 3910.1 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 94.9 mm | 95.0 mm | ||||
| 146 mmHg | 108 mmHg | 157 mmHg | ||||
| 22 inHg | 24 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1621.6 cm^3 | 1619.4 cm^3 | 1624.3 cm^3 | 1623.1 cm^3 | 1621.3 cm^3 | 1617.8 cm^3 | |
2.357 | 2.360 | 2.353 | 2.354 | 2.357 | 2.362 | |
7.3 % | 7.2 % | 7.4 % | 7.4 % | 7.3 % | 7.1 % | |
118.4 cm^3 | 116.6 cm^3 | 120.2 cm^3 | 120.1 cm^3 | 118.4 cm^3 | 114.9 cm^3 | |
3904.9 g | 3903.1 g | 3906.8 g | ||||
3916.7 g | 3914.8 g | 3918.9 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
83.4 cm^3 | 83.4 cm^3 | 87.4 cm^3 | ||||
70 % | 72 % | 73 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
22984 N | 23562 N | 22784 N | 22219 N | 25043 N | 25608 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
15 | 18 | 17 | 22 | 23 | 24 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1027 kPa | 1054 kPa | 1018 kPa | 993 kPa | 1120 kPa | 1144 kPa | |
150 psi | 157 psi | |||||
0.96 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=157 psi, S2=150 psi, TSR=95%
Test was verified on 10/3/2024 ✔