Summary for Test 2024-07-22-97-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995221 DEA: 024H0004 EFIS: 0218000067 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-97,161-45.0/54.1,0.0/0.8 |
| Award Date | 02/23/2024 |
| Closeout Date | 12/29/2025 |
| Work Description | HOT MIX ASPHALT, PAVEMENT DELINEATION, & ELECTRICAL WORK. |
| Location Description | SISKIYOU COUNTY IN AND NEAR DORRIS ON ROUTE 97 FROM 0.3 MILE SOUTH OF SAMS NECK ROAD TO OREGON STATE LINE AND ON ROUTE 161 FROM ROUTE 97 TO 0.6 MILE EAST OF INDIAN TOM LAKE ROAD |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 07/22/2024 | Sample Unique Key | 97 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/23/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Treated 1/2-inch Type A HMA with 15% RAP | The quantity of what the sample constitutes | 16 Boxes |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Dalton |
| Last name of sampler or witnessed by | Esget | Title of sampler | CGI Tech |
| Telephone number of sampler | Laboratory sample identification | D79657 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Rocky Mnt Const. | |
| Transportation Laboratory (TL) Number | 891201 | 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 (%) | 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: 2024-07-22-97
DIME Test ID: 2024-07-22-97-4
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: 2024-09-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 08/13/2024
| 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 | |
| 94.9 mm | 94.9 mm | 95.0 mm | 95.0 mm | 95.0 mm | 94.9 mm | |
| 3677.3 g | 3677.8 g | 3678.0 g | 3677.0 g | 3677.1 g | 3677.5 g | |
| 2077.5 g | 2079.4 g | 2078.2 g | 2083.6 g | 2075.3 g | 2082.1 g | |
| 3698.2 g | 3696.5 g | 3701.7 g | 3702.7 g | 3701.7 g | 3697.7 g | |
| 2.445 | 2.445 | 2.445 | 2.445 | 2.445 | 2.445 | |
| 3764.6 g | 3767.2 g | 3767.1 g | ||||
| 95.0 mm | 95.0 mm | 95.0 mm | ||||
| 168 mmHg | 119 mmHg | 179 mmHg | ||||
| 22 inHg | 24 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1620.7 cm^3 | 1617.1 cm^3 | 1623.5 cm^3 | 1619.1 cm^3 | 1626.4 cm^3 | 1615.6 cm^3 | |
2.269 | 2.274 | 2.265 | 2.271 | 2.261 | 2.276 | |
7.2 % | 7.0 % | 7.4 % | 7.1 % | 7.5 % | 6.9 % | |
116.7 cm^3 | 113.2 cm^3 | 120.1 cm^3 | 115.0 cm^3 | 122.0 cm^3 | 111.5 cm^3 | |
3759.0 g | 3757.0 g | 3762.1 g | ||||
3770.7 g | 3768.4 g | 3774.1 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
87.3 cm^3 | 89.4 cm^3 | 89.1 cm^3 | ||||
75 % | 79 % | 74 % | ||||
16080 N | 16743 N | 17241 N | 17740 N | 17384 N | 19328 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
10 | 12 | 8 | 11 | 10 | 12 | |
0 | 0 | 0 | 0 | 0 | 0 | |
718 kPa | 748 kPa | 770 kPa | 793 kPa | 777 kPa | 864 kPa | |
108 psi | 118 psi | |||||
0.92 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=118 psi, S2=108, TSR=92%
Test was verified on 9/9/2024 ✔