Summary for Test 2023-09-23-7-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993773 DEA: 021H5004 EFIS: 0216000045 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3,299-VAR |
| Award Date | 11/14/2022 |
| Closeout Date | Not set |
| Work Description | STRUCT CONC BRIDGE, POLYESTER CONC OVERLAY & ROCK SLOPE PROTECTION. |
| Location Description | TRINITY COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/25/2022) |
Sample Information
| Sample Taken Date | 09/23/2023 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 09/25/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 24.0% RAP and virgin PG 58-34 M binder from Valero (Benicia, CA) |
| 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 | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79360 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 823608 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number |
Test Details
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DIME Sample ID: 2023-09-23-7
DIME Test ID: 2023-09-23-7-5
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: 2023-10-12
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 10/12/2023
| 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 | |
| 94.5 mm | 94.7 mm | 94.6 mm | 94.8 mm | 94.8 mm | 94.8 mm | |
| 3727.3 g | 3727.5 g | 3726.7 g | 3727.3 g | 3737.5 g | 3726.7 g | |
| 2175.5 g | 2164.4 g | 2166.0 g | 2167.7 g | 2167.3 g | 2179.9 g | |
| 3764.1 g | 3760.9 g | 3762.4 g | 3760.0 g | 3766.2 g | 3769.8 g | |
| 2.521 | 2.521 | 2.521 | 2.521 | 2.521 | 2.521 | |
| 3808.2 g | 3815.0 g | 3811.3 g | ||||
| 2217.9 g | 2209.4 g | 2209.6 g | ||||
| 94.7 mm | 94.9 mm | 94.7 mm | ||||
| 235 mmHg | 272 mmHg | 215 mmHg | ||||
| 15 inHg | 18 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1588.6 cm^3 | 1596.5 cm^3 | 1596.4 cm^3 | 1592.3 cm^3 | 1598.9 cm^3 | 1589.9 cm^3 | |
2.346 | 2.335 | 2.334 | 2.341 | 2.338 | 2.344 | |
6.9 % | 7.4 % | 7.4 % | 7.1 % | 7.3 % | 7.0 % | |
109.6 cm^3 | 118.1 cm^3 | 118.1 cm^3 | 113.1 cm^3 | 116.7 cm^3 | 111.3 cm^3 | |
3804 g | 3810.2 g | 3809.4 g | ||||
3815 g | 3822 g | 3821.2 g | ||||
1590.3 cm^3 | 1605.6 cm^3 | 1601.7 cm^3 | ||||
80.9 cm^3 | 87.5 cm^3 | 84.6 cm^3 | ||||
74 % | 74 % | 72 % | ||||
0.1 % | 0.6 % | 0.3 % | ||||
12330 N | 12273 N | 13376 N | 15684 N | 14929 N | 16232 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
17 | 12 | 14 | 24 | 16 | 20 | |
1 | 0 | 1 | 0 | 1 | 0 | |
553 kPa | 549 kPa | 599 kPa | 702 kPa | 668 kPa | 727 kPa | |
82 psi | 101 psi | |||||
0.81 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=101 psi, S2=82 psi, TSR=81%
Test was verified on 10/12/2023 ✔