Summary for Test 2025-10-08-62-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001219 DEA: 021J8904 EFIS: 0221000006 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R30.5/R31.0 |
| Award Date | 07/02/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE PAVEMENT AND PLACE POLYESTER CONCRETE OVERLAY. |
| Location Description | SHASTA COUNTY NEAR O\'BRIEN FROM 0.1 MILE SOUTH OF TUNNEL GULCH VIADUCT TO THE O\'BRIEN REST AREA |
| QA Service Level | 1 (Verified on 05/05/2025) |
Sample Information
| Sample Taken Date | 10/08/2025 | Sample Unique Key | 62 |
|---|---|---|---|
| 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 | 10/08/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch HMA-A PG 58-22 from Valero (Benicia) |
| 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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | JET | Telephone number of sampler | |
| Laboratory sample identification | D80078 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 877601 |
| 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 (%) | 4.6 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 23 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-10-08-62
DIME Test ID: 2025-10-08-62-5
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: 2025-10-23
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 10/23/2025
| 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 | 94.8 mm | 94.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3862.6 g | 3863.0 g | 3862.8 g | 3862.1 g | 3860.2 g | 3862.6 g | |
| 2271.7 g | 2279.6 g | 2275.5 g | 2277.7 g | 2274.5 g | 2287.8 g | |
| 3881.6 g | 3889.2 g | 3888.4 g | 3888.6 g | 3886.8 g | 3894.6 g | |
| 2.575 | 2.575 | 2.575 | 2.575 | 2.575 | 2.575 | |
| 3944.4 g | 3942.4 g | 3942.6 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 94.9 mm | 94.9 mm | ||||
| 157 mmHg | 133 mmHg | 155 mmHg | ||||
| 23 inHg | 24 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1609.9 cm^3 | 1609.6 cm^3 | 1612.9 cm^3 | 1610.9 cm^3 | 1612.3 cm^3 | 1606.8 cm^3 | |
2.399 | 2.400 | 2.395 | 2.397 | 2.394 | 2.404 | |
6.8 % | 6.8 % | 7.0 % | 6.9 % | 7.0 % | 6.6 % | |
109.5 cm^3 | 109.5 cm^3 | 112.9 cm^3 | 111.2 cm^3 | 112.9 cm^3 | 106.0 cm^3 | |
3939.3 g | 3939.7 g | 3941.8 g | ||||
3950.2 g | 3950.6 g | 3953.1 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
81.8 cm^3 | 79.4 cm^3 | 79.8 cm^3 | ||||
75 % | 73 % | 71 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
24069 N | 24247 N | 26182 N | 27481 N | 26374 N | 27628 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
30 | 27 | 36 | 64 | 32 | 45 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1075 kPa | 1084 kPa | 1171 kPa | 1228 kPa | 1180 kPa | 1236 kPa | |
161 psi | 176 psi | |||||
0.91 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=176 psi, S2=161 psi, TSR=91%
Test was verified on 10/23/2025 ✔