Summary for Test 2024-07-31-128-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000090 DEA: 024J9204 EFIS: 0223000087 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-61.0/64.0,70.0/72.2 |
| Award Date | 04/16/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | ASPHALT RUBBER CHIP SEAL WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM STEEL BRIDGE ROAD TO 1.5 MILES WEST OF GRASS VALLEY CREEK BRIDGE NO 05-0013 AND FROM 2.6 MILES EAST OF TRINITY DAM BOULEVARD TO THE SHASTA COUNTY LINE |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 07/31/2024 | Sample Unique Key | 128 |
|---|---|---|---|
| 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 | 07/31/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2 HMA Type A w/25% RAP PG58-22 Valero |
| The quantity of what the sample constitutes | PSE 16 boxs | 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 | D79677 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | Transportation Laboratory (TL) Number | 858504 |
| 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: 2024-07-31-128
DIME Test ID: 2024-07-31-128-4
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: 2024-10-22
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 10/22/2024
| 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 | 94.8 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3793.9 g | 3794.8 g | 3794.9 g | 3794.1 g | 3794.9 g | 3795.2 g | |
| 2192.7 g | 2197.3 g | 2197.3 g | 2194.5 g | 2198.9 g | 2200.1 g | |
| 3820.5 g | 3821.3 g | 3823.2 g | 3822.1 g | 3823.6 g | 3826.1 g | |
| 2.514 | 2.514 | 2.514 | 2.514 | 2.514 | 2.514 | |
| 3879.7 g | 3882.6 g | 3877.5 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 177 mmHg | 140 mmHg | 170 mmHg | ||||
| 22 inHg | 23 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1627.8 cm^3 | 1624.0 cm^3 | 1625.9 cm^3 | 1627.6 cm^3 | 1624.7 cm^3 | 1626.0 cm^3 | |
2.331 | 2.337 | 2.334 | 2.331 | 2.336 | 2.334 | |
7.3 % | 7.0 % | 7.2 % | 7.3 % | 7.1 % | 7.2 % | |
118.8 cm^3 | 113.7 cm^3 | 117.1 cm^3 | 118.8 cm^3 | 115.4 cm^3 | 117.1 cm^3 | |
3877.1 g | 3874.4 g | 3876.9 g | ||||
3888.9 g | 3885.8 g | 3888.6 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
85.8 cm^3 | 87.8 cm^3 | 82.6 cm^3 | ||||
72 % | 77 % | 71 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
21698 N | 21738 N | 22980 N | 23202 N | 22593 N | 22735 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
17 | 15 | 18 | 14 | 15 | 18 | |
0 | 0 | 0 | 0 | 0 | 0 | |
970 kPa | 972 kPa | 1028 kPa | 1038 kPa | 1010 kPa | 1017 kPa | |
144 psi | 148 psi | |||||
0.97 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=148 psi, S2=144 psi, TSR=97%
Test was verified on 10/22/2024 ✔