Summary for Test 2024-09-09-25-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994616 DEA: 112N1654 EFIS: 1122000152 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-R61.0/R68.0 |
| Award Date | 06/05/2023 |
| Closeout Date | 06/11/2024 |
| Work Description | PLACE RHMA-G(BWC) OVERLAY, PAVEMENT MARKING, & RUMBLE STRIP. |
| Location Description | SAN DIEGO COUNTY NEAR BOULEVARD FROM 0.1 MILE WEST OF CRESTWOOD ROAD UNDERCROSSING TO 0.2 MILE EAST OF MCCAIN VALLEY ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/18/2023) |
Sample Information
| Sample Taken Date | 09/09/2024 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 09/10/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" RHMA-A |
| The quantity of what the sample constitutes | 12 boxes 2 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Fuentes |
| Title of sampler | 8586881440 | Telephone number of sampler | |
| Laboratory sample identification | 9734-PSU | Linked DIME Sample ID | 2024-09-09-26 |
| The fabricator/manufacturer/facility name | Martin Marrieta | Transportation Laboratory (TL) Number | |
| 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 | 21218080SR | |
| 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: 2024-09-09-25
DIME Test ID: 2024-09-09-25-5
Testing Lab: CT D11 - District 11 Materials 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: 2024-09-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/20/2024
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Untreated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3687.5 g | 3652.8 g | 3658.4 g | 3658.4 g | 3656.4 g | 3658.4 g | |
| 2065.1 g | 2023.3 g | 2024.5 g | 2024.5 g | 2035.7 g | 2027.0 g | |
| 3702.5 g | 3664.1 g | 3667.2 g | 3667.2 g | 3668.9 g | 3670.2 g | |
| 2.408 | 2.408 | 2.408 | 2.408 | 2.408 | 2.408 | |
| 3762.0 g | 3739.0 g | 3744.6 g | ||||
| 2065.1 g | 2023.3 g | 2024.5 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1637.4 cm^3 | 1640.8 cm^3 | 1642.7 cm^3 | 1642.7 cm^3 | 1633.2 cm^3 | 1643.2 cm^3 | |
2.252 | 2.226 | 2.227 | 2.227 | 2.239 | 2.226 | |
6.5 % | 7.6 % | 7.5 % | 7.5 % | 7.0 % | 7.6 % | |
106.4 cm^3 | 124.7 cm^3 | 123.2 cm^3 | 123.2 cm^3 | 114.3 cm^3 | 124.9 cm^3 | |
3762.0 g | 3740.1 g | 3744.6 g | ||||
3772.6 g | 3752.6 g | 3757.0 g | ||||
1696.9 cm^3 | 1715.7 cm^3 | 1720.1 cm^3 | ||||
74.5 cm^3 | 86.2 cm^3 | 86.2 cm^3 | ||||
70 % | 69 % | 70 % | ||||
3.6 % | 4.6 % | 4.7 % | ||||
12726 N | 11970 N | 11623 N | 14977 N | 14501 N | 17579 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
568 kPa | 534 kPa | 519 kPa | 669 kPa | 648 kPa | 785 kPa | |
78 psi | 102 psi | |||||
0.76 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies WET>.70 psi and DRY>100 psi Tensile >0.50
Test was verified on 9/26/2024 ✔