Summary for Test 2026-06-18-8-4
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1001686 DEA: 11430264 EFIS: 1118000083 |
|---|---|
| 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 | 06/18/2026 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/18/2026 | Sample type | Verification |
| A brief description of the sample | JMFV | The quantity of what the sample constitutes | 12 boxes |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Eddie |
| Last name of sampler or witnessed by | Bidinger | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | 2026-06-18-13 | 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 | 23417095 | |
| Binder content (%) | 4.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | World Oil |
| RAP content (%) | 23 | WMA Additives | No |
| Antistrip type | Morelife 5000 |
Test Details
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DIME Sample ID: 2026-06-18-8
DIME Test ID: 2026-06-18-8-4
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: 2026-07-07
Test Results
Specified number of passes at 12.7 mm: 20000
Specimen Preparation Method: PMLC
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 07/02/2026
Test Temperature: 131 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: 7.4 %
Stripping Inflection Point (Wheel A): >20000
Stripping Inflection Point (Wheel B): >20000
Maximum impression at 5000 passes (left wheel): 1.38 mm
Maximum impression at 5000 passes (right wheel): 1.74 mm
Average impression at 5000 passes (left/right avg): 1.56 mm
Maximum impression at 10000 passes (left wheel): 2.01 mm
Maximum impression at 10000 passes (right wheel): 2.44 mm
Average impression at 10000 passes (left/right avg): 2.22 mm
Maximum impression at 15000 passes (left wheel): 2.85 mm
Maximum impression at 15000 passes (right wheel): 4.34 mm
Average impression at 15000 passes (left/right avg): 3.59 mm
Maximum impression at 20000 passes (left wheel): 6.43 mm
Maximum impression at 20000 passes (right wheel): 9.25 mm
Average impression at 20000 passes (left/right avg): 7.84 mm
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 7.84 mm
Test was verified on 7/7/2026 ✔