Summary for Test 2025-07-20-13-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001090 DEA: 021K0504 EFIS: 0224000046 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-L0.4/L1.8 |
| Award Date | 05/15/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT AND RHMA (GAP GRADED). |
| Location Description | SHASTA COUNTY IN REDDING FROM CONTINENTAL UNDERCROSSING NO. 06-0135L TO ROUTE 5/44 SEPARATION |
| QA Service Level | 1 (Verified on 05/01/2025) |
Sample Information
| Sample Taken Date | 07/20/2025 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 07/23/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch RHMA-G (PG 64-16 CR) |
| 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79963 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 847837 |
| 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 (%) | 7.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | Binder Supplier | Valero | |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-07-20-13
DIME Test ID: 2025-07-20-13-5
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: 2025-08-04
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/01/2025
| 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 | |
| 95.1 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 94.9 mm | |
| 3810.5 g | 3811.9 g | 3811.6 g | 3810.5 g | 3812.1 g | 3812.8 g | |
| 2194.9 g | 2198.8 g | 2205.1 g | 2193.3 g | 2198.7 g | 2205.7 g | |
| 3830.1 g | 3836.0 g | 3839.5 g | 3830.4 g | 3836.4 g | 3839.6 g | |
| 2.504 | 2.504 | 2.504 | 2.504 | 2.504 | 2.504 | |
| 3893.3 g | 3893.1 g | 3897.3 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.4 mm | 95.5 mm | 95.5 mm | ||||
| 133 mmHg | 100 mmHg | 98 mmHg | ||||
| 24 inHg | 25 inHg | 26 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1635.2 cm^3 | 1637.2 cm^3 | 1634.4 cm^3 | 1637.1 cm^3 | 1637.7 cm^3 | 1633.9 cm^3 | |
2.330 | 2.328 | 2.332 | 2.328 | 2.328 | 2.334 | |
6.9 % | 7.0 % | 6.9 % | 7.0 % | 7.0 % | 6.8 % | |
112.8 cm^3 | 114.6 cm^3 | 112.8 cm^3 | 114.6 cm^3 | 114.6 cm^3 | 111.1 cm^3 | |
3889.5 g | 3892.1 g | 3890.6 g | ||||
3900.7 g | 3903.6 g | 3901.8 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
82.8 cm^3 | 81.2 cm^3 | 85.7 cm^3 | ||||
73 % | 71 % | 76 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
16721 N | 16361 N | 16254 N | 21058 N | 19932 N | 20257 N | |
2 | 2 | 2 | 0 | 0 | 0 | |
44 | 55 | 45 | 50 | 65 | 69 | |
0 | 0 | 0 | 0 | 0 | 0 | |
744 kPa | 727 kPa | 722 kPa | 941 kPa | 890 kPa | 906 kPa | |
106 psi | 132 psi | |||||
0.8 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=132 psi, S2=106 psi, TSR=80%
Test was verified on 8/4/2025 ✔