Summary for Test 2024-10-17-54-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995524 DEA: 021H3604 EFIS: 0216000040 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-76.8/78.0 |
| Award Date | 03/22/2024 |
| Closeout Date | Not set |
| Work Description | REPLACE BRIDGE. |
| Location Description | SISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 MILE WEST OF KLAMATH RIVER BRIDGE TO 2.0 MILES WEST OF KOHL CREEK |
| QA Service Level | 1 (Verified on 12/27/2023) |
Sample Information
| Sample Taken Date | 10/17/2024 | 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 | 10/17/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4 Type A HMA |
| The quantity of what the sample constitutes | PSE 16 boxs | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79760 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | Transportation Laboratory (TL) Number | 851392 |
| 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 | ||
| 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: 2024-10-17-54
DIME Test ID: 2024-10-17-54-4
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: 2024-10-31
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 10/23/2024
| 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 | |
| 94.9 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 94.9 mm | |
| 3753.3 g | 3753.6 g | 3752.1 g | 3753.3 g | 3752.8 g | 3755.4 g | |
| 2167.6 g | 2170.4 g | 2171.2 g | 2166.6 g | 2170.6 g | 2177.5 g | |
| 3785.0 g | 3785.7 g | 3785.8 g | 3787.9 g | 3784.0 g | 3789.9 g | |
| 2.497 | 2.497 | 2.497 | 2.497 | 2.497 | 2.497 | |
| 3840.2 g | 3840.4 g | 3836.5 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 95.0 mm | 95.0 mm | ||||
| 164 mmHg | 165 mmHg | 187 mmHg | ||||
| 22 inHg | 22 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1617.4 cm^3 | 1615.3 cm^3 | 1614.6 cm^3 | 1621.3 cm^3 | 1613.4 cm^3 | 1612.4 cm^3 | |
2.321 | 2.324 | 2.324 | 2.315 | 2.326 | 2.329 | |
7.0 % | 6.9 % | 6.9 % | 7.3 % | 6.8 % | 6.7 % | |
113.2 cm^3 | 111.5 cm^3 | 111.4 cm^3 | 118.4 cm^3 | 109.7 cm^3 | 108.0 cm^3 | |
3832.5 g | 3831.7 g | 3830.1 g | ||||
3843.9 g | 3842.8 g | 3841.2 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
86.9 cm^3 | 86.8 cm^3 | 84.4 cm^3 | ||||
77 % | 78 % | 76 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
18860 N | 19906 N | 19390 N | 18042 N | 20890 N | 20515 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
18 | 14 | 16 | 23 | 21 | 18 | |
0 | 0 | 0 | 0 | 0 | 0 | |
843 kPa | 889 kPa | 866 kPa | 806 kPa | 933 kPa | 917 kPa | |
126 psi | 128 psi | |||||
0.98 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=128 psi, S2=126 psi, TSR=98%
Test was verified on 10/31/2024 ✔