Summary for Test 2024-08-28-133-2
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995031 DEA: 023H82U4 EFIS: 0223000011 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-44-0.0/37.2 |
| Award Date | 10/24/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | REPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36 |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 08/28/2024 | Sample Unique Key | 133 |
|---|---|---|---|
| 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 | 08/28/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/4" RHMA-G |
| The quantity of what the sample constitutes | 10 boxes | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | CGI | Last name of sampler or witnessed by | CGI |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | D79698 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 858130 |
| 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 | 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
DIME Sample ID: 2024-08-28-133
DIME Test ID: 2024-08-28-133-2
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: 2025-01-28
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 01/15/2025
| 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 | |
| 95.0 mm | 94.9 mm | 95.0 mm | 95.1 mm | 94.9 mm | 94.9 mm | |
| 3651.5 g | 3651.4 g | 3651.3 g | 3651.5 g | 3652.0 g | 3651.3 g | |
| 2074.4 g | 2068.2 g | 2064.9 g | 2082.5 g | 2053.5 g | 2065.5 g | |
| 3692.4 g | 3693.4 g | 3689.5 g | 3698.8 g | 3683.2 g | 3689.7 g | |
| 2.416 | 2.416 | 2.416 | 2.416 | 2.416 | 2.416 | |
| 3733.1 g | 3738.8 g | 3734.5 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.4 mm | 95.4 mm | 95.4 mm | ||||
| 183 mmHg | 234 mmHg | 231 mmHg | ||||
| 22 inHg | 20 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1618.0 cm^3 | 1625.2 cm^3 | 1624.6 cm^3 | 1616.3 cm^3 | 1629.7 cm^3 | 1624.2 cm^3 | |
2.257 | 2.247 | 2.248 | 2.259 | 2.241 | 2.248 | |
6.6 % | 7.0 % | 7.0 % | 6.5 % | 7.2 % | 7.0 % | |
106.8 cm^3 | 113.8 cm^3 | 113.7 cm^3 | 105.1 cm^3 | 117.3 cm^3 | 113.7 cm^3 | |
3726.3 g | 3731.1 g | 3730.9 g | ||||
3736.9 g | 3742.4 g | 3742.3 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
81.6 cm^3 | 87.4 cm^3 | 83.2 cm^3 | ||||
76 % | 77 % | 73 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
17726 N | 17139 N | 17597 N | 21480 N | 21472 N | 23140 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
45 | 41 | 47 | 34 | 38 | 36 | |
0 | 1 | 0 | 0 | 1 | 0 | |
789 kPa | 762 kPa | 783 kPa | 959 kPa | 960 kPa | 1035 kPa | |
113 psi | 143 psi | |||||
0.79 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=143 psi, S2=113 psi, TSR=79%
Test was verified on 1/28/2025 ✔
