Summary for Test 2025-07-16-87-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000279 DEA: 023H70U4 EFIS: 0223000161 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-15.0/25.7 |
| Award Date | 08/09/2024 |
| Closeout Date | Not set |
| Work Description | RHMA-G, HMA (TYPE A), COLD PLANE AC, & SOLDIER PILE RETAINING WALL. |
| Location Description | TRINITY COUNTY NEAR DEL LOMA FROM 1.0 MILE EAST OF TRINITY RIVER BRIDGE NO.05-0006 TO 0.1 MILE WEST OF PRAIRIE CREEK ROAD |
| QA Service Level | 1 (Verified on 04/30/2024) |
Sample Information
| Sample Taken Date | 07/16/2025 | Sample Unique Key | 87 |
|---|---|---|---|
| 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 | 07/16/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) |
| 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 | Sean | Last name of sampler or witnessed by | McWithey |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79957 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 858160 |
| 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 (%) | 0.0 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 58-22 | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 24 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-07-16-87
DIME Test ID: 2025-07-16-87-4
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: 2025-07-31
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 07/30/2025
| 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 | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3868.6 g | 3869.7 g | 3870.0 g | 3868.8 g | 3869.8 g | 3869.8 g | |
| 2287.2 g | 2288.8 g | 2293.4 g | 2279.4 g | 2294.3 g | 2293.4 g | |
| 3896.4 g | 3907.3 g | 3909.4 g | 3897.4 g | 3909.0 g | 3903.6 g | |
| 2.576 | 2.576 | 2.576 | 2.576 | 2.576 | 2.576 | |
| 3951.5 g | 3953.0 g | 3956.5 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 94.9 mm | 94.9 mm | ||||
| 127 mmHg | 203 mmHg | 160 mmHg | ||||
| 24 inHg | 21 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1609.2 cm^3 | 1618.5 cm^3 | 1616.0 cm^3 | 1618.0 cm^3 | 1614.7 cm^3 | 1610.2 cm^3 | |
2.404 | 2.391 | 2.395 | 2.391 | 2.397 | 2.403 | |
6.7 % | 7.2 % | 7.0 % | 7.2 % | 6.9 % | 6.7 % | |
107.8 cm^3 | 116.5 cm^3 | 113.1 cm^3 | 116.5 cm^3 | 111.4 cm^3 | 107.9 cm^3 | |
3944.1 g | 3951.3 g | 3949.2 g | ||||
3954.8 g | 3962.9 g | 3960.5 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
82.9 cm^3 | 83.3 cm^3 | 86.5 cm^3 | ||||
77 % | 72 % | 76 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
25559 N | 23487 N | 25026 N | 28967 N | 27521 N | 27775 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
33 | 40 | 42 | 42 | 40 | 38 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1142 kPa | 1050 kPa | 1119 kPa | 1295 kPa | 1231 kPa | 1242 kPa | |
160 psi | 182 psi | |||||
0.88 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=182 psi, S2=160 psi, TSR=88%
Test was verified on 7/31/2025 ✔