Summary for Test 2025-07-21-59-5
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 | 02/26/2026 |
| 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 | 07/21/2025 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 07/22/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 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 | D79969 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 866069 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3928830 |
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 (Benicia, CA) | |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-07-21-59
DIME Test ID: 2025-07-21-59-5
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: 2025-08-19
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 08/19/2025
| 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 | |
| 95.2 mm | 95.0 mm | 95.0 mm | 95.2 mm | 95.0 mm | 95.0 mm | |
| 3812.7 g | 3814.5 g | 3814.7 g | 3812.0 g | 3814.8 g | 3815.0 g | |
| 2186.6 g | 2196.5 g | 2201.7 g | 2185.6 g | 2194.7 g | 2199.2 g | |
| 3830.8 g | 3837.8 g | 3843.5 g | 3831.2 g | 3837.7 g | 3840.0 g | |
| 2.496 | 2.496 | 2.496 | 2.496 | 2.496 | 2.496 | |
| 3897.8 g | 3895.5 g | 3895.0 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 96.0 mm | 95.8 mm | 95.6 mm | ||||
| 145 mmHg | 129 mmHg | 125 mmHg | ||||
| 23 inHg | 24 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1644.2 cm^3 | 1641.3 cm^3 | 1641.8 cm^3 | 1645.6 cm^3 | 1643.0 cm^3 | 1640.8 cm^3 | |
2.319 | 2.324 | 2.323 | 2.316 | 2.322 | 2.325 | |
7.1 % | 6.9 % | 6.9 % | 7.2 % | 7.0 % | 6.9 % | |
116.7 cm^3 | 113.2 cm^3 | 113.3 cm^3 | 118.5 cm^3 | 115.0 cm^3 | 113.2 cm^3 | |
3894.4 g | 3893.7 g | 3894.0 g | ||||
3906.1 g | 3905.1 g | 3905.3 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
85.1 cm^3 | 81.0 cm^3 | 80.3 cm^3 | ||||
73 % | 72 % | 71 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
14964 N | 15240 N | 15253 N | 16436 N | 19279 N | 18958 N | |
2 | 2 | 2 | 0 | 0 | 0 | |
40 | 50 | 56 | 46 | 64 | 82 | |
0 | 0 | 0 | 0 | 0 | 0 | |
662 kPa | 675 kPa | 677 kPa | 733 kPa | 861 kPa | 847 kPa | |
97 psi | 118 psi | |||||
0.82 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=118 psi, 97 psi, TSR=82%
Test was verified on 8/19/2025 ✔