Summary for Test 2026-05-22-5-5
Test performed: CTM 389-19
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Project Information
| Project Identifiers | Project ID: 1001671 DEA: 11430274 EFIS: 1118000084 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-76-R17.5/52.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CULVERT RESTORATION, INSTALL CURB RAMPS, GUARDRAIL, & HMA-A. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 0.2 MILE EAST OF ROUTE 15 TO 0.1 MILE WEST OF ROUTE 79 |
| QA Service Level | 1 (Verified on 10/01/2025) |
Sample Information
| Sample Taken Date | 05/22/2026 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 05/22/2026 |
| Sample type | Verification | A brief description of the sample | JMF |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 23417105T3 | |
| 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: 2026-05-22-5
DIME Test ID: 2026-05-22-5-5
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Test Release Date: 2026-06-30
Test Results
Specified number of passes at 12.7 mm: 25000
Specimen Preparation Method: PMLC
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 06/03/2026
Test Temperature: 113 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: 7.1 %
Air Void Content for specimen A-2: 7.0 %
Air Void Content for specimen B-1: 7.4 %
Air Void Content for specimen B-2: 7.5 %
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
Maximum impression at 5000 passes (left wheel): 0.4 mm
Maximum impression at 5000 passes (right wheel): 0.37 mm
Average impression at 5000 passes (left/right avg): 0.39 mm
Maximum impression at 10000 passes (left wheel): 0.84 mm
Maximum impression at 10000 passes (right wheel): 0.74 mm
Average impression at 10000 passes (left/right avg): 0.79 mm
Maximum impression at 15000 passes (left wheel): 1.28 mm
Maximum impression at 15000 passes (right wheel): 1.09 mm
Average impression at 15000 passes (left/right avg): 1.19 mm
Maximum impression at 20000 passes (left wheel): 1.66 mm
Maximum impression at 20000 passes (right wheel): 1.45 mm
Average impression at 20000 passes (left/right avg): 1.56 mm
Maximum impression at 25000 passes (left wheel): 2.06 mm
Maximum impression at 25000 passes (right wheel): 1.76 mm
Average impression at 25000 passes (left/right avg): 1.91 mm
Raw Data: excel
General comments (publicly viewable) (Max 1000 characters): Complies Target < 12.7 mm
Tested an Avg of 1.91 mm
Test was verified on 6/30/2026 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.