Summary for Test 2023-06-19-67-5
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 | 06/19/2023 | Sample Unique Key | 67 |
|---|---|---|---|
| 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 | 06/19/2023 |
| 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) with 24.0% RAP and virgin PG 58-34 M from Valero Benicia |
| 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 | Craig "Clint" | Last name of sampler or witnessed by | Rogers |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | D79277 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis – Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 851257 |
| 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: 2023-06-19-67
DIME Test ID: 2023-06-19-67-5
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: 2023-09-15
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 07/11/2023
| 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 | 94.8 mm | |
| 3714.6 g | 3716.8 g | 3715.8 g | 3715.0 g | 3713.9 g | 3715.7 g | |
| 2136.9 g | 2139.5 g | 2140.4 g | 2128.4 g | 2132.4 g | 2142.7 g | |
| 3748.8 g | 3754.3 g | 3753.1 g | 3743.0 g | 3746.1 g | 3749.4 g | |
| 2.488 | 2.488 | 2.488 | 2.488 | 2.488 | 2.488 | |
| 3800.9 g | 3803.3 g | 3802.8 g | ||||
| 2189.7 g | 2188.5 g | 2190.1 g | ||||
| 94.8 mm | 95.0 mm | 94.9 mm | ||||
| 235 mmHg | 265 mmHg | 210 mmHg | ||||
| 20 inHg | 19 inHg | 20 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1611.9 cm^3 | 1614.8 cm^3 | 1612.7 cm^3 | 1614.6 cm^3 | 1613.7 cm^3 | 1606.7 cm^3 | |
2.304 | 2.302 | 2.304 | 2.301 | 2.301 | 2.313 | |
7.4 % | 7.5 % | 7.4 % | 7.5 % | 7.5 % | 7.0 % | |
119.3 cm^3 | 121.1 cm^3 | 119.3 cm^3 | 121.1 cm^3 | 121.0 cm^3 | 112.5 cm^3 | |
3798.1 g | 3801.6 g | 3799.3 g | ||||
3810.0 g | 3813.7 g | 3811.2 g | ||||
1611.2 cm^3 | 1614.8 cm^3 | 1612.7 cm^3 | ||||
86.3 cm^3 | 86.5 cm^3 | 87.0 cm^3 | ||||
72 % | 71 % | 73 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
16445 N | 15996 N | 16534 N | 16040 N | 16934 N | 17691 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
20 | 21 | 18 | 24 | 20 | 18 | |
0 | 0 | 0 | 0 | 0 | 0 | |
736 kPa | 715 kPa | 739 kPa | 717 kPa | 757 kPa | 792 kPa | |
106 psi | 110 psi | |||||
0.96 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=110psi,
S2=106psi,
TSR=97%
Test was verified on 9/15/2023 ✔