Summary for Test 2024-03-19-60-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994785 DEA: 023H32U4 EFIS: 0221000164 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-I5-2.5/R15.9 |
| Award Date | 04/28/2023 |
| Closeout Date | Not set |
| Work Description | Roadway rehabilitation and bridge improvements along I5 in Mount Shasta |
| Location Description | SIS I5 2.5/R15.9 |
| QA Service Level | 1 (Verified on 05/03/2023) |
Sample Information
| Sample Taken Date | 03/19/2024 | Sample Unique Key | 60 |
|---|---|---|---|
| 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 | 03/19/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) |
| 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79452 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 857950 |
| 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 | 4 |
| Sublot number | 1 | 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: 2024-03-19-60
DIME Test ID: 2024-03-19-60-5
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: 2024-05-10
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 04/03/2024
| 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 | 94.7 mm | 94.8 mm | 94.9 mm | 94.8 mm | 94.8 mm | |
| 3775.3 g | 3775.4 g | 3775.0 g | 3775.0 g | 3775.2 g | 3775.7 g | |
| 2204.0 g | 2200.6 g | 2204.4 g | 2200.0 g | 2197.3 g | 2200.6 g | |
| 3811.5 g | 3812.3 g | 3811.1 g | 3810.2 g | 3811.0 g | 3804.6 g | |
| 2.526 | 2.526 | 2.526 | 2.526 | 2.526 | 2.526 | |
| 3860.9 g | 3858.1 g | 3855.0 g | ||||
| 2249.3 g | 2246.4 g | 2248.7 g | ||||
| 94.9 mm | 94.8 mm | 94.8 mm | ||||
| 128 mmHg | 138 mmHg | 98 mmHg | ||||
| 24 inHg | 23 inHg | 25 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1607.5 cm^3 | 1611.7 cm^3 | 1606.7 cm^3 | 1610.2 cm^3 | 1613.7 cm^3 | 1604.0 cm^3 | |
2.349 | 2.342 | 2.350 | 2.344 | 2.339 | 2.354 | |
7.0 % | 7.3 % | 7.0 % | 7.2 % | 7.4 % | 6.8 % | |
112.5 cm^3 | 117.7 cm^3 | 112.5 cm^3 | 115.9 cm^3 | 119.4 cm^3 | 109.1 cm^3 | |
3854.1 g | 3857.8 g | 3853.8 g | ||||
3865.3 g | 3869.6 g | 3865.0 g | ||||
1611.6 cm^3 | 1611.7 cm^3 | 1606.3 cm^3 | ||||
85.6 cm^3 | 82.7 cm^3 | 80.0 cm^3 | ||||
76 % | 70 % | 71 % | ||||
0.3 % | 0.0 % | 0.0 % | ||||
18162 N | 18349 N | 18816 N | 20070 N | 19715 N | 19835 N | |
0 | 0 | 0 | 1 | 1 | 1 | |
70 | 77 | 65 | 31 | 35 | 21 | |
0 | 0 | 0 | 0 | 0 | 0 | |
812 kPa | 821 kPa | 842 kPa | 898 kPa | 883 kPa | 888 kPa | |
120 psi | 129 psi | |||||
0.93 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=129psi,
S2=120.psi,
TSR=93%
Test was verified on 5/10/2024 ✔