Summary for Test 2025-09-14-18-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1000402 DEA: 11430384 EFIS: 1118000114 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-23.7/28.5 |
| Award Date | 10/09/2024 |
| Closeout Date | Not set |
| Work Description | REPLACE DRAINAGE, CONCRETE PAVEMENT, AND MODIFY ELECTRICAL SYSTEMS. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION TO ROUTE 5/805 SEPARATION |
| QA Service Level | 1 (Verified on 11/18/2024) |
Sample Information
| Sample Taken Date | 09/14/2025 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 09/17/2025 |
| Sample type | Production Start-Up | A brief description of the sample | PSU |
| 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 | TET | Telephone number of sampler | 6199366795 |
| Laboratory sample identification | 25-09-14-18-PSU | Linked DIME Sample ID | 2025-09-14-19 |
| The fabricator/manufacturer/facility name | Vulcan Otay | 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 226110 Otay SJR | |
| Binder content (%) | 7.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | SJR |
| RAP content (%) | 0 | WMA Additives | Yes |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-09-14-18
DIME Test ID: 2025-09-14-18-6
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: 2025-10-30
Test Results
Specified number of passes at 12.7 mm: 15000
Specimen Preparation Method: PMLC
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/27/2025
Test Temperature: 122 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: 6.5 %
Air Void Content for specimen A-2: 6.4 %
Air Void Content for specimen B-1: 6.5 %
Air Void Content for specimen B-2: 6.3 %
Stripping Inflection Point (Wheel A): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 1.9 mm
Maximum impression at 5000 passes (right wheel): 2.8 mm
Average impression at 5000 passes (left/right avg): 2.35 mm
Maximum impression at 10000 passes (left wheel): 2.67 mm
Maximum impression at 10000 passes (right wheel): 4.33 mm
Average impression at 10000 passes (left/right avg): 3.5 mm
Maximum impression at 15000 passes (left wheel): 3.61 mm
Maximum impression at 15000 passes (right wheel): 6.06 mm
Average impression at 15000 passes (left/right avg): 4.84 mm
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 4.84 mm
Test was verified on 10/30/2025 ✔