Summary for Test 2026-01-16-10-9
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1000762 DEA: 11430364 EFIS: 1118000109 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-79-20.2/53.0 |
| Award Date | 03/19/2025 |
| Closeout Date | Not set |
| Work Description | CULVERT REPAIR, GUARDRAIL, FLASHING BEACON AND SIGN REPLACEMENTS. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM WEST JUNCTION ROUTE 78 TO RIVERSIDE COUNTY LINE |
| QA Service Level | 1 (Verified on 05/02/2025) |
Sample Information
| Sample Taken Date | 01/16/2026 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 01/16/2026 |
| Sample type | Quality Assurance | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 16 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mohammed | Last name of sampler or witnessed by | Masud |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 26-01-16-10 | Linked DIME Sample ID | 2026-01-16-9 |
| 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 | 53417105 | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-01-16-10
DIME Test ID: 2026-01-16-10-9
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: 2026-02-25
Test Results
Specified number of passes at 12.7 mm: 10000
Specimen Preparation Method: PMLC
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 01/28/2026
Test Temperature: 113 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: 6.5 %
Air Void Content for specimen A-2: 6.6 %
Air Void Content for specimen B-1: 6.7 %
Air Void Content for specimen B-2: 6.8 %
Stripping Inflection Point (Wheel A): >10000
Stripping Inflection Point (Wheel B): >10000
Maximum impression at 5000 passes (left wheel): 0.92 mm
Maximum impression at 5000 passes (right wheel): 1.03 mm
Average impression at 5000 passes (left/right avg): 0.98 mm
Maximum impression at 10000 passes (left wheel): 1.74 mm
Maximum impression at 10000 passes (right wheel): 1.82 mm
Average impression at 10000 passes (left/right avg): 1.78 mm
Maximum impression at 15000 passes (left wheel): no data
Maximum impression at 15000 passes (right wheel): no data
Average impression at 15000 passes (left/right avg): no data
Maximum impression at 20000 passes (left wheel): no data
Maximum impression at 20000 passes (right wheel): no data
Average impression at 20000 passes (left/right avg): no data
Maximum impression at 25000 passes (left wheel): no data
Maximum impression at 25000 passes (right wheel): no data
Average impression at 25000 passes (left/right avg): no data
Raw Data: excel
General comments (publicly viewable) (Max 1000 characters): Complies Target < 12.7 mm Tested an Avg of 1.78 mm
Test was verified on 2/25/2026 ✔