Summary for Test 2021-06-23-54-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215367 DEA: 021J4904 EFIS: 0220000084 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-32-14.0/20.0 |
| Award Date | 02/02/2021 |
| Closeout Date | 04/11/2024 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | TEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154 |
| QA Service Level | 1 (Verified on 12/24/2020) |
Sample Information
| Sample Taken Date | 06/23/2021 | 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 | 06/24/2021 |
| Sample type | Verification | A brief description of the sample | Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 15.0 RAP and virgin PG 64-28 M from Valero - Benicia |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Serna |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78854 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sierra Cascade Aggregate and Asphalt Products | Transportation Laboratory (TL) Number | 896904 |
| 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 | 3/8 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: 2021-06-23-54
DIME Test ID: 2021-06-23-54-6
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: 2022-02-15
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny and T.McCormick
Date of test: 07/08/2021
| 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 | |
| 95.1 mm | 95.0 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3678.1 g | 3679.6 g | 3679.3 g | 3669.8 g | 3709.0 g | 3678.3 g | |
| 2076.2 g | 2086.3 g | 2083.8 g | 2078.8 g | 2099.5 g | 2085.1 g | |
| 3712.8 g | 3716.5 g | 3712.9 g | 3709.7 g | 3733.7 g | 3711.7 g | |
| 2.425 | 2.425 | 2.425 | 2.425 | 2.425 | 2.425 | |
| 3765.5 g | 3768.6 g | 3766.7 g | ||||
| 2129.5 g | 2138.2 g | 2137.8 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 210 mmHg | 184 mmHg | 186 mmHg | ||||
| 21 inHg | 22 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1636.6 cm^3 | 1630.2 cm^3 | 1629.1 cm^3 | 1630.9 cm^3 | 1634.2 cm^3 | 1626.6 cm^3 | |
2.247 | 2.257 | 2.258 | 2.250 | 2.270 | 2.261 | |
7.3 % | 6.9 % | 6.9 % | 7.2 % | 6.4 % | 6.8 % | |
119.5 cm^3 | 112.5 cm^3 | 112.4 cm^3 | 117.4 cm^3 | 104.6 cm^3 | 110.6 cm^3 | |
3761.8 g | 3758.4 g | 3758.0 g | ||||
3773.7 g | 3769.6 g | 3769.2 g | ||||
1636.0 cm^3 | 1630.4 cm^3 | 1628.9 cm^3 | ||||
87.4 cm^3 | 89.0 cm^3 | 87.4 cm^3 | ||||
73 % | 79 % | 78 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
17864 N | 18580 N | 19221 N | 22699 N | 21832 N | 19812 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
10 | 13 | 11 | 29 | 27 | 19 | |
0 | 0 | 0 | 0 | 0 | 0 | |
797 kPa | 829 kPa | 858 kPa | 1015 kPa | 976 kPa | 886 kPa | |
120 psi | 139 psi | |||||
0.86 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/15/2022 ✔