Summary for Test 2024-09-09-84-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995443 DEA: 024J9104 EFIS: 0223000086 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-30.2/36.9 |
| Award Date | 04/02/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | PLACE RUBBERIZED HOT MIX ASPHALT (GAP GRADED). |
| Location Description | TRINITY COUNTY NEAR BIG FLAT FROM 0.6 MILE EAST OF SKUNK POINT CAMPGROUND TO NORTH FORK TRINITY RIVER BRIDGE |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 09/09/2024 | Sample Unique Key | 84 |
|---|---|---|---|
| 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 | 09/09/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of 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 | Terry | Last name of sampler or witnessed by | McCormick |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79710 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 858024 |
| 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 | 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 | |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2024-09-09-84
DIME Test ID: 2024-09-09-84-4
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: 2024-09-25
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 09/24/2024
| 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 | 95.0 mm | 94.9 mm | 95.1 mm | 94.9 mm | 94.9 mm | |
| 3743.4 g | 3745.3 g | 3745.2 g | 3743.8 g | 3744.7 g | 3746.8 g | |
| 2132.6 g | 2141.4 g | 2146.7 g | 2128.9 g | 2141.5 g | 2147.3 g | |
| 3766.5 g | 3775.0 g | 3774.4 g | 3764.1 g | 3774.2 g | 3774.9 g | |
| 2.475 | 2.475 | 2.475 | 2.475 | 2.475 | 2.475 | |
| 3831.1 g | 3837.2 g | 3836.6 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.1 mm | 95.1 mm | 95.2 mm | ||||
| 226 mmHg | 206 mmHg | 164 mmHg | ||||
| 20 inHg | 20 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1633.9 cm^3 | 1633.6 cm^3 | 1627.7 cm^3 | 1635.2 cm^3 | 1632.7 cm^3 | 1627.6 cm^3 | |
2.291 | 2.293 | 2.301 | 2.290 | 2.294 | 2.302 | |
7.4 % | 7.4 % | 7.0 % | 7.5 % | 7.3 % | 7.0 % | |
120.9 cm^3 | 120.9 cm^3 | 113.9 cm^3 | 122.6 cm^3 | 119.2 cm^3 | 113.9 cm^3 | |
3828.0 g | 3829.9 g | 3824.9 g | ||||
3840.1 g | 3842.0 g | 3836.3 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
87.7 cm^3 | 91.9 cm^3 | 91.4 cm^3 | ||||
73 % | 76 % | 80 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
15008 N | 15155 N | 16503 N | 16187 N | 18789 N | 19763 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
15 | 16 | 19 | 24 | 25 | 30 | |
0 | 0 | 0 | 0 | 0 | 0 | |
670 kPa | 676 kPa | 736 kPa | 722 kPa | 840 kPa | 884 kPa | |
101 psi | 118 psi | |||||
0.86 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=118 psi, S2=101 psi, TSR=85%
Test was verified on 9/25/2024 ✔