Summary for Test 2024-08-29-52-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000089 DEA: 024J8904 EFIS: 0223000084 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-6.0/R12.6 |
| Award Date | 04/04/2024 |
| Closeout Date | 01/24/2025 |
| Work Description | RHMA (GAP GRADED) OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TEHAMA COUNTY NEAR PLATINA FROM 3.3 MILES WEST OF VESTAL ROAD TO 2.3 MILES EAST OF DRY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 08/29/2024 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 09/03/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" RHMA-G PG64-16 |
| The quantity of what the sample constitutes | 16 Boxes 1/2" RHMA-G | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Williams |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | D79700 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Knife River Construction | Transportation Laboratory (TL) Number | 858132 |
| 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 | RHMA-G |
|---|---|---|---|
| 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: 2024-08-29-52
DIME Test ID: 2024-08-29-52-4
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: 2024-09-17
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 09/17/2024
| 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 | |
| 94.7 mm | 947.0 mm | 94.7 mm | 94.8 mm | 94.8 mm | 94.7 mm | |
| 3660.7 g | 3661.0 g | 3662.1 g | 3658.3 g | 3662.5 g | 3662.2 g | |
| 2075.9 g | 2068.4 g | 2068.8 g | 2057.0 g | 2072.4 g | 2069.9 g | |
| 3698.2 g | 3689.0 g | 3689.5 g | 3684.1 g | 3692.9 g | 3688.0 g | |
| 2.430 | 2.430 | 2.430 | 2.430 | 2.430 | 2.430 | |
| 3747.0 g | 3741.1 g | 3746.8 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 94.8 mm | 94.8 mm | ||||
| 145 mmHg | 174 mmHg | 176 mmHg | ||||
| 40 inHg | 35 inHg | 32 inHg | ||||
| 0 minutes | 1 minutes | 0 minutes | ||||
1622.3 cm^3 | 1620.6 cm^3 | 1620.7 cm^3 | 1627.1 cm^3 | 1620.5 cm^3 | 1618.1 cm^3 | |
2.256 | 2.259 | 2.260 | 2.248 | 2.260 | 2.263 | |
7.2 % | 7.0 % | 7.0 % | 7.5 % | 7.0 % | 6.9 % | |
116.8 cm^3 | 113.4 cm^3 | 113.4 cm^3 | 122.0 cm^3 | 113.4 cm^3 | 111.6 cm^3 | |
3742.5 g | 3740.4 g | 3741.5 g | ||||
3754.1 g | 3751.7 g | 3752.8 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
86.3 cm^3 | 80.1 cm^3 | 84.7 cm^3 | ||||
74 % | 71 % | 75 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
16232 N | 17464 N | 18433 N | 17006 N | 17953 N | 17945 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
40 | 35 | 32 | 43 | 44 | 47 | |
0 | 0 | 0 | 0 | 1 | 0 | |
725 kPa | 782 kPa | 825 kPa | 761 kPa | 804 kPa | 804 kPa | |
113 psi | 115 psi | |||||
0.98 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=115 psi, S2=113 psi, TSR=98%
Test was verified on 9/17/2024 ✔