Summary for Test 2021-06-21-28-3
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215251 DEA: 021J4604 EFIS: 0220000081 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-34.5/38.8,88.0/92.0 |
| Award Date | 02/02/2021 |
| Closeout Date | 09/27/2021 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE. |
| Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
| Sample Taken Date | 06/21/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/21/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 16 boxes of Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 24.0% RAP and virgin PG 58-34 M binder from Valero - Benicia | The quantity of what the sample constitutes | Production Start-Up Evaluation |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Devin |
| Last name of sampler or witnessed by | Owens | Title of sampler | PEI |
| Telephone number of sampler | Laboratory sample identification | D78849 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 853077 | 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 | 3/8 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
| 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: 2021-06-21-28
DIME Test ID: 2021-06-21-28-3
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: 2022-01-25
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny and T.McCormick
Date of test: 06/29/2021
| 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 | 94.9 mm | 95.0 mm | 95.0 mm | 94.9 mm | |
| 3738.7 g | 3738.8 g | 3738.3 g | 3738.2 g | 3737.5 g | 3738.5 g | |
| 2135.7 g | 2134.7 g | 2131.0 g | 2125.6 g | 2130.6 g | 2133.9 g | |
| 3764.9 g | 3762.3 g | 3762.6 g | 3760.5 g | 3759.7 g | 3760.3 g | |
| 2.473 | 2.473 | 2.473 | 2.473 | 2.473 | 2.473 | |
| 3825.4 g | 3822.9 g | 3822.8 g | ||||
| 94.9 mm | 94.9 mm | 95.0 mm | ||||
| 206 mmHg | 204 mmHg | 229 mmHg | ||||
| 21 inHg | 21 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1629.2 cm^3 | 1627.6 cm^3 | 1631.6 cm^3 | 1634.9 cm^3 | 1629.1 cm^3 | 1626.4 cm^3 | |
2.295 | 2.297 | 2.291 | 2.287 | 2.294 | 2.299 | |
7.2 % | 7.1 % | 7.4 % | 7.5 % | 7.2 % | 7.0 % | |
117.3 cm^3 | 115.6 cm^3 | 120.7 cm^3 | 122.6 cm^3 | 117.3 cm^3 | 113.8 cm^3 | |
3820.8 g | 3819.7 g | 3822.8 g | ||||
3832.5 g | 3831.3 g | 3834.9 g | ||||
1634.2 cm^3 | 1634.0 cm^3 | 1637.4 cm^3 | ||||
86.7 cm^3 | 84.1 cm^3 | 84.5 cm^3 | ||||
74 % | 73 % | 70 % | ||||
19296 N | 19639 N | 19545 N | 22330 N | 21841 N | 23184 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
11 | 11 | 22 | 29 | 23 | 26 | |
0 | 0 | 0 | 0 | 0 | 0 | |
863 kPa | 878 kPa | 873 kPa | 998 kPa | 976 kPa | 1037 kPa | |
126 psi | 146 psi | |||||
0.86 | ||||||
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Test was verified on 1/25/2022 ✔