Summary for Test 2024-09-04-102-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995051 DEA: 023H6804 EFIS: 0218000006 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R28.8/R44.1 |
| Award Date | 10/26/2023 |
| Closeout Date | 09/24/2025 |
| Work Description | PLACE RHMA, PAINT TRAFFIC STRIPE, & INSTALL FIBER OPTIC CABLE SYSTEM. |
| Location Description | SHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE CITY FROM PIT RIVER BRIDGE TO 1.2 MILES SOUTH OF DOG CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 09/04/2024 | Sample Unique Key | 102 |
|---|---|---|---|
| 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 | 09/05/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/4-inch type A HMA w/23.6 RAP |
| The quantity of what the sample constitutes | 16 boxes | 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 | D79706 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 858022 |
| 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 (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2024-09-04-102
DIME Test ID: 2024-09-04-102-4
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 | 94.9 mm | 94.9 mm | 95.1 mm | 94.9 mm | 95.0 mm | |
| 3921.1 g | 3922.2 g | 3922.6 g | 3921.1 g | 3920.0 g | 3921.4 g | |
| 2320.1 g | 2316.1 g | 2314.8 g | 2309.9 g | 2321.3 g | 2321.8 g | |
| 3939.1 g | 3942.6 g | 3942.3 g | 3941.3 g | 3938.5 g | 3942.6 g | |
| 2.592 | 2.592 | 2.592 | 2.592 | 2.592 | 2.592 | |
| 4002.1 g | 4004.0 g | 4003.2 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 95.0 mm | 94.9 mm | ||||
| 115 mmHg | 128 mmHg | 134 mmHg | ||||
| 24 inHg | 23 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1619.0 cm^3 | 1626.5 cm^3 | 1627.5 cm^3 | 1631.4 cm^3 | 1617.2 cm^3 | 1620.8 cm^3 | |
2.422 | 2.411 | 2.410 | 2.404 | 2.424 | 2.419 | |
6.6 % | 7.0 % | 7.0 % | 7.3 % | 6.5 % | 6.7 % | |
106.9 cm^3 | 113.9 cm^3 | 113.9 cm^3 | 119.1 cm^3 | 105.1 cm^3 | 108.6 cm^3 | |
3995.9 g | 4001.9 g | 4002.3 g | ||||
4006.6 g | 4013.3 g | 4013.7 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
81.0 cm^3 | 81.8 cm^3 | 80.6 cm^3 | ||||
76 % | 72 % | 71 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
25115 N | 24719 N | 25048 N | 24812 N | 27352 N | 25471 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
21 | 20 | 18 | 16 | 18 | 15 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1122 kPa | 1104 kPa | 1120 kPa | 1107 kPa | 1223 kPa | 1138 kPa | |
162 psi | 168 psi | |||||
0.96 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=168, S2=162, TSR=96%
Test was verified on 9/25/2024 ✔