Summary for Test 2023-08-15-96-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215157 DEA: 021H5704 EFIS: 0216000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-67.8/77.8 |
| Award Date | 02/09/2023 |
| Closeout Date | 06/11/2024 |
| Work Description | BURNEY CAPM - PAVEMENT REHABILITATION |
| Location Description | BUNCH GRASS LOOKOUT RD TO NAPA LN |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 08/15/2023 | Sample Unique Key | 96 |
|---|---|---|---|
| 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 | 08/15/2023 |
| Sample type | Production Start-Up | A brief description of the sample | Lime Treated 3/4-inch RHMA-G (PG 64-16 CR) with virgin PG 64-16 from Valero (Benicia, CA) and WMA (Water Shear Injection) |
| 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 | Telephone number of sampler | ||
| Laboratory sample identification | D79328 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 857912 |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | JMF3513202360 | |
| 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: 2023-08-15-96
DIME Test ID: 2023-08-15-96-5
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: 2024-02-22
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny and Josh Murphy
Date of test: 08/31/2023
| 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 | |
| 94.9 mm | 94.8 mm | 95.0 mm | 94.8 mm | 94.8 mm | 94.8 mm | |
| 3777.5 g | 3778.7 g | 3778.1 g | 3779.2 g | 3777.4 g | 3777.0 g | |
| 2164.0 g | 2168.6 g | 2170.5 g | 2172.6 g | 2166.3 g | 2170.0 g | |
| 3788.9 g | 3790.7 g | 3792.1 g | 3796.1 g | 3791.1 g | 3794.9 g | |
| 2.501 | 2.501 | 2.501 | 2.501 | 2.501 | 2.501 | |
| 3862.7 g | 3858.7 g | 3858.0 g | ||||
| 2237.8 g | 2236.4 g | 2236.4 g | ||||
| 95.0 mm | 94.8 mm | 94.9 mm | ||||
| 107 mmHg | 103 mmHg | 103 mmHg | ||||
| 25 inHg | 25 inHg | 25 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1624.9 cm^3 | 1622.1 cm^3 | 1621.6 cm^3 | 1623.5 cm^3 | 1624.8 cm^3 | 1624.9 cm^3 | |
2.325 | 2.330 | 2.330 | 2.328 | 2.325 | 2.324 | |
7.0 % | 6.8 % | 6.8 % | 6.9 % | 7.0 % | 7.1 % | |
113.7 cm^3 | 110.3 cm^3 | 110.3 cm^3 | 112.0 cm^3 | 113.7 cm^3 | 115.4 cm^3 | |
3857.1 g | 3855.9 g | 3855.3 g | ||||
3868.5 g | 3866.9 g | 3866.3 g | ||||
1624.9 cm^3 | 1622.3 cm^3 | 1621.6 cm^3 | ||||
85.2 cm^3 | 80.0 cm^3 | 79.9 cm^3 | ||||
75 % | 73 % | 72 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
13549 N | 13870 N | 14875 N | 16530 N | 16138 N | 17090 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
9 | 9 | 14 | 36 | 31 | 46 | |
0 | 0 | 0 | 0 | 0 | 0 | |
605 kPa | 621 kPa | 665 kPa | 740 kPa | 722 kPa | 765 kPa | |
91 psi | 108 psi | |||||
0.84 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=108,
S2=91,
TSR=85%
Test was verified on 2/22/2024 ✔