Summary for Test 2026-07-14-111-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000775 DEA: 022J9704 EFIS: 0221000154 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5,89-Var |
| Award Date | 02/26/2025 |
| Closeout Date | Not set |
| Work Description | BRIDGE POLYESTER CONCRETE OVERLAY AND METHACRYLATE DECK SEAL. |
| Location Description | SHASTA COUNTY ON ROUTE 5 AT VARIOUS LOCATIONS FROM ANTLER UNDERCROSSING TO SODA CREEK ROAD UNDERCROSSING AND ON ROUTE 89 AT VARIOUS LOCATIONS FROM HAT CREEK BRIDGE NO. 06-0085 TO CAYTON CREEK BRIDGE |
| QA Service Level | 1 (Verified on 12/04/2024) |
Sample Information
| Sample Taken Date | 07/14/2026 | Sample Unique Key | 111 |
|---|---|---|---|
| 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 | 07/15/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28M) |
| 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 | D80289 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 875933 |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 4.7 | Virgin binder PG | PG 58-34 M |
| Design binder PG | PG 64-28 M | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 24 | WMA Additives | No |
| Antistrip type | 1% Lime |
Test Details
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DIME Sample ID: 2026-07-14-111
DIME Test ID: 2026-07-14-111-5
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: 2026-08-12
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/12/2026
| 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 | |
| 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3888.1 g | 3889.5 g | 3888.2 g | 3885.3 g | 3887.6 g | 3887.5 g | |
| 2294.6 g | 2291.8 g | 2295.3 g | 2291.9 g | 2296.5 g | 2298.1 g | |
| 3907.4 g | 3907.5 g | 3910.3 g | 3906.1 g | 3911.1 g | 3911.3 g | |
| 2.603 | 2.603 | 2.603 | 2.603 | 2.603 | 2.603 | |
| 3976.8 g | 3976.0 g | 3978.8 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 134 mmHg | 138 mmHg | 131 mmHg | ||||
| 24 inHg | 24 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1612.8 cm^3 | 1615.7 cm^3 | 1615.0 cm^3 | 1614.2 cm^3 | 1614.6 cm^3 | 1613.2 cm^3 | |
2.411 | 2.407 | 2.408 | 2.407 | 2.408 | 2.410 | |
7.4 % | 7.5 % | 7.5 % | 7.5 % | 7.5 % | 7.4 % | |
119.3 cm^3 | 121.2 cm^3 | 121.1 cm^3 | 121.1 cm^3 | 121.1 cm^3 | 119.4 cm^3 | |
3971.6 g | 3974.3 g | 3973.0 g | ||||
3983.5 g | 3986.5 g | 3985.1 g | ||||
3976.8 cm^3 | 3976.0 cm^3 | 3978.8 cm^3 | ||||
88.7 cm^3 | 86.5 cm^3 | 90.6 cm^3 | ||||
74 % | 71 % | 75 % | ||||
30089 N | 29764 N | 28783 N | 26436 N | 28137 N | 29398 N | |
2 | 2 | 3 | 1 | 1 | 1 | |
46 | 60 | 52 | 47 | 40 | 44 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1346 kPa | 1331 kPa | 1287 kPa | 1182 kPa | 1258 kPa | 1315 kPa | |
192 psi | 181 psi | |||||
1.06 | ||||||
General comments (publicly viewable) (Max 1000 characters): S₁=182 psi, S₂=192 psi, TSR=106%
Test was verified on 8/12/2026 ✔