Summary for Test 2021-07-27-23-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214190 DEA: 024G41U4 EFIS: 0218000047 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS,SIS-5-Var |
| Award Date | 08/26/2019 |
| Closeout Date | 11/24/2021 |
| Work Description | REPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL. |
| Location Description | SHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/09/2019) |
Sample Information
| Sample Taken Date | 07/27/2021 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 07/27/2021 |
| Sample type | Acceptance | A brief description of the sample | 3/4 HMA-A 23.6 RAP PG58-34m Valero Benicia |
| The quantity of what the sample constitutes | PSE 16 Boxes at 118 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Randy | Last name of sampler or witnessed by | Bibbins |
| Title of sampler | CGI | Telephone number of sampler | |
| Laboratory sample identification | D78911 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 990948 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-07-27-23
DIME Test ID: 2021-07-27-23-4
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: 2021-08-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 08/02/2021
| 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 | |
| 94.7 mm | 94.8 mm | 94.6 mm | 94.9 mm | 94.8 mm | 94.7 mm | |
| 3855.9 g | 3857.6 g | 3857.6 g | 3855.7 g | 3854.8 g | 3855.3 g | |
| 2268.6 g | 2274.8 g | 2276.3 g | 2271.5 g | 2270.3 g | 2275.7 g | |
| 3883.5 g | 3885.3 g | 3881.5 g | 3891.3 g | 3884.3 g | 3885.8 g | |
| 2.573 | 2.573 | 2.573 | 2.573 | 2.573 | 2.573 | |
| 3945.9 g | 3940.6 g | 3940.5 g | ||||
| 2327.3 g | 2330.9 g | 2333.2 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 220 mmHg | 134 mmHg | 118 mmHg | ||||
| 21 inHg | 23 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1614.9 cm^3 | 1610.5 cm^3 | 1605.2 cm^3 | 1619.8 cm^3 | 1614.0 cm^3 | 1610.1 cm^3 | |
2.388 | 2.395 | 2.403 | 2.380 | 2.388 | 2.394 | |
7.2 % | 6.9 % | 6.6 % | 7.5 % | 7.2 % | 7.0 % | |
116.3 cm^3 | 111.1 cm^3 | 105.9 cm^3 | 121.5 cm^3 | 116.2 cm^3 | 112.7 cm^3 | |
3937.3 g | 3935.4 g | 3931.7 g | ||||
3948.9 g | 3946.5 g | 3942.3 g | ||||
1618.6 cm^3 | 1609.7 cm^3 | 1607.3 cm^3 | ||||
90 cm^3 | 83 cm^3 | 82.9 cm^3 | ||||
77 % | 75 % | 78 % | ||||
0.2 % | 0 % | 0.1 % | ||||
24665 N | 22512 N | 21142 N | 23758 N | 25404 N | 25760 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
17 | 17 | 16 | 24 | 31 | 15 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1103 kPa | 1007 kPa | 946 kPa | 1063 kPa | 1137 kPa | 1154 kPa | |
148 psi | 162 psi | |||||
0.91 | ||||||
General comments (publicly viewable) (Max 1000 characters): Data missing for Wet #3 thickness after conditioning so assumed 94.9
Test was verified on 8/9/2021 ✔