Summary for Test 2025-07-21-61-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001140 DEA: 022K0004 EFIS: 0225000023 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-13.55/14.58 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Whiskey Creek Bridge Emergency Repair |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/03/2025) |
Sample Information
| Sample Taken Date | 07/21/2025 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 07/28/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2-inch HMA-A w/ 23.6% RAP, PG58-22 Valero |
| 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 | CGI | Last name of sampler or witnessed by | CGI |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79974 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 036701 |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.4 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 24 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-07-21-61
DIME Test ID: 2025-07-21-61-5
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: Josh Ferency
Date of test: 08/15/2025
| 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 | 95.0 mm | 94.9 mm | 94.9 mm | 94.8 mm | |
| 3886.3 g | 3886.9 g | 3887.0 g | 3886.3 g | 3887.0 g | 3886.8 g | |
| 2286.2 g | 2296.0 g | 2291.3 g | 2282.8 g | 2294.8 g | 2292.4 g | |
| 3915.5 g | 3919.2 g | 3917.2 g | 3909.8 g | 3918.7 g | 3918.1 g | |
| 2.570 | 2.570 | 2.570 | 2.570 | 2.570 | 2.570 | |
| 3970.8 g | 3972.4 g | 3973.5 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 94.9 mm | 95.0 mm | ||||
| 174 mmHg | 127 mmHg | 153 mmHg | ||||
| 22 inHg | 24 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1629.3 cm^3 | 1623.2 cm^3 | 1625.9 cm^3 | 1627.0 cm^3 | 1623.9 cm^3 | 1625.7 cm^3 | |
2.385 | 2.395 | 2.391 | 2.389 | 2.394 | 2.391 | |
7.2 % | 6.8 % | 7.0 % | 7.0 % | 6.8 % | 7.0 % | |
117.3 cm^3 | 110.4 cm^3 | 113.8 cm^3 | 113.9 cm^3 | 110.4 cm^3 | 113.8 cm^3 | |
3968.4 g | 3964.2 g | 3966.7 g | ||||
3980.1 g | 3975.2 g | 3978.0 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
84.5 cm^3 | 85.5 cm^3 | 86.5 cm^3 | ||||
72 % | 77 % | 76 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
26676 N | 26160 N | 25319 N | 26516 N | 26858 N | 26258 N | |
2 | 2 | 2 | 0 | 0 | 0 | |
32 | 37 | 31 | 29 | 49 | 39 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1192 kPa | 1170 kPa | 1131 kPa | 1186 kPa | 1201 kPa | 1176 kPa | |
169 psi | 172 psi | |||||
0.98 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=172 psi, S2=169 psi, TSR=98%
Test was verified on 8/19/2025 ✔