Summary for Test 2023-06-15-63-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994844 DEA: 023J7904 EFIS: 0222000084 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-0/R5.7 |
| Award Date | Not set |
| Closeout Date | 04/16/2024 |
| Work Description | Pavement Preservation (State Funded) Many Buckhorns Mill & Fill |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 06/15/2023 | Sample Unique Key | 63 |
|---|---|---|---|
| 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 | 06/12/2023 |
| 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79272 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 867315 |
| 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 | 2302P02 | |
| 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: 2023-06-15-63
DIME Test ID: 2023-06-15-63-5
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: 2023-08-25
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 07/06/2023
| 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 | |
| 94.8 mm | 95.0 mm | 94.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3785.8 g | 3780.6 g | 3782.3 g | 3783.8 g | 3781.1 g | 3782.0 g | |
| 2183.1 g | 2173.6 g | 2179.9 g | 2182.8 g | 2176.6 g | 2173.5 g | |
| 3813.2 g | 3805.1 g | 3809.9 g | 3811.4 g | 3803.3 g | 3806.5 g | |
| 2.500 | 2.500 | 2.500 | 2.500 | 2.500 | 2.500 | |
| 3870.0 g | 3866.0 g | 3869.2 g | ||||
| 2239.9 g | 2234.5 g | 2239.2 g | ||||
| 94.8 mm | 95.0 mm | 94.9 mm | ||||
| 167 mmHg | 176 mmHg | 151 mmHg | ||||
| 22 inHg | 21 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1630.1 cm^3 | 1631.5 cm^3 | 1630.0 cm^3 | 1628.6 cm^3 | 1626.7 cm^3 | 1633.0 cm^3 | |
2.322 | 2.317 | 2.320 | 2.323 | 2.324 | 2.316 | |
7.1 % | 7.3 % | 7.2 % | 7.1 % | 7.0 % | 7.4 % | |
115.7 cm^3 | 119.1 cm^3 | 117.4 cm^3 | 115.6 cm^3 | 113.9 cm^3 | 120.8 cm^3 | |
3866.8 g | 3864.0 g | 3864.5 g | ||||
3878.4 g | 3875.9 g | 3876.2 g | ||||
1630.1 cm^3 | 1631.5 cm^3 | 1630.0 cm^3 | ||||
84.2 cm^3 | 85.4 cm^3 | 86.9 cm^3 | ||||
73 % | 72 % | 74 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
19470 N | 15969 N | 16992 N | 17962 N | 18238 N | 18332 N | |
1 | 1 | 0 | 0 | 0 | 0 | |
20 | 21 | 23 | 47 | 45 | 38 | |
1 | 0 | 0 | 0 | 0 | 0 | |
872 kPa | 713 kPa | 760 kPa | 802 kPa | 816 kPa | 820 kPa | |
113 psi | 118 psi | |||||
0.96 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=118psi,
S2=113psi,
TSR=96%
Test was verified on 8/25/2023 ✔