Summary for Test 2026-04-29-17-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001686 DEA: 11430264 EFIS: 1118000083 COOP: NONE |
|---|---|
| DIST-CO-RTE-PM | 11-SD-94,188-15.2/65.3,0.0/1.9 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | DRAINAGE RESTORATION, ADA CURB RAMPS & COMPLETE STREET. |
| Location Description | SAN DIEGO COUNTY ABOUT 6 MILES EAST OF LEMON GROVE ON ROUTE 94 FROM SWEETWATER RIVER BRIDGE TO AVENUE DE ROBLES VERDES NEAR MANZANITA AND ON ROUTE 188 FROM MEXICO BORDER NEAR TECATE TO ROUTE 94. |
| QA Service Level | 1 (Verified on 02/05/2026) |
Sample Information
| Sample Taken Date | 04/29/2026 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 04/29/2026 |
| Sample type | Verification | A brief description of the sample | JMFR |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Gerardo | Last name of sampler or witnessed by | Cordero |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Martin Marietta Lakeside | 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 1-1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21517070 | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | Valero | |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-04-29-17
DIME Test ID: 2026-04-29-17-5
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: 2026-05-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 05/21/2026
| 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 | |
| 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3779.1 g | 3778.6 g | 3776.5 g | 3778.1 g | 3781.6 g | 3776.6 g | |
| 2187.2 g | 2185.6 g | 2182.0 g | 2184.0 g | 2183.9 g | 2181.2 g | |
| 3797.8 g | 3797.8 g | 3798.4 g | 3794.5 g | 3801.3 g | 3795.5 g | |
| 2.520 | 2.520 | 2.520 | 2.520 | 2.520 | 2.520 | |
| 3856.9 g | 3857.6 g | 3859.1 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1610.6 cm^3 | 1612.2 cm^3 | 1616.4 cm^3 | 1610.5 cm^3 | 1617.4 cm^3 | 1614.3 cm^3 | |
2.346 | 2.344 | 2.336 | 2.346 | 2.338 | 2.339 | |
6.9 % | 7.0 % | 7.3 % | 6.9 % | 7.2 % | 7.2 % | |
111.1 cm^3 | 112.9 cm^3 | 118.0 cm^3 | 111.1 cm^3 | 116.5 cm^3 | 116.2 cm^3 | |
3856.9 g | 3857.6 g | 3859.1 g | ||||
3868.0 g | 3868.9 g | 3870.9 g | ||||
3856.9 cm^3 | 3857.6 cm^3 | 3859.1 cm^3 | ||||
77.8 cm^3 | 79.0 cm^3 | 82.6 cm^3 | ||||
70 % | 70 % | 70 % | ||||
10259 N | 13536 N | 11578 N | 21948 N | 17489 N | 18855 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
458 kPa | 604 kPa | 517 kPa | 981 kPa | 781 kPa | 842 kPa | |
76 psi | 126 psi | |||||
0.6 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY > 100 psi Tested WET 76 psi and DRY 126 psi
Test was verified on 5/26/2026 ✔