Summary for Test 2024-08-12-79-4
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 | 08/12/2024 | Sample Unique Key | 79 |
|---|---|---|---|
| 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 | 08/13/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" Type A HMA with 23.6% RAP |
| The quantity of what the sample constitutes | 16 boxes of 3/4" Type A HMA with RAP | 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 | D79688 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 851378 |
| 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: 2024-08-12-79
DIME Test ID: 2024-08-12-79-4
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: 2024-09-04
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 08/22/2024
| 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 | 94.9 mm | 94.9 mm | 95.0 mm | |
| 3883.6 g | 3884.2 g | 3886.2 g | 3885.0 g | 3884.6 g | 3883.9 g | |
| 2280.7 g | 2291.0 g | 2293.7 g | 2287.9 g | 2284.9 g | 2298.1 g | |
| 3901.5 g | 3907.6 g | 3910.7 g | 3905.1 g | 3907.8 g | 3908.2 g | |
| 2.587 | 2.587 | 2.587 | 2.587 | 2.587 | 2.587 | |
| 3967.7 g | 3969.3 g | 3969.2 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 94.9 mm | 94.9 mm | ||||
| 176 mmHg | 185 mmHg | 211 mmHg | ||||
| 22 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1620.8 cm^3 | 1616.6 cm^3 | 1617.0 cm^3 | 1617.2 cm^3 | 1622.9 cm^3 | 1610.1 cm^3 | |
2.396 | 2.403 | 2.403 | 2.402 | 2.394 | 2.412 | |
7.4 % | 7.1 % | 7.1 % | 7.2 % | 7.5 % | 6.8 % | |
119.9 cm^3 | 114.8 cm^3 | 114.8 cm^3 | 116.4 cm^3 | 121.7 cm^3 | 109.5 cm^3 | |
3967.5 g | 3964.6 g | 3966.6 g | ||||
3979.5 g | 3976.0 g | 3978.0 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
84.1 cm^3 | 85.1 cm^3 | 83.0 cm^3 | ||||
70 % | 74 % | 72 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
18518 N | 18771 N | 21351 N | 20133 N | 19999 N | 21561 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
24 | 25 | 35 | 32 | 29 | 24 | |
0 | 0 | 0 | 0 | 0 | 0 | |
827 kPa | 839 kPa | 955 kPa | 900 kPa | 894 kPa | 963 kPa | |
127 psi | 133 psi | |||||
0.95 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=133, S2=127, TSR=95%
Test was verified on 9/4/2024 ✔