Summary for Test 2025-09-22-40-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1000852 DEA: 112N1974 EFIS: 1123000094 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-111-23.5/32.1 |
| Award Date | 04/16/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, HMA-A, RHMA-G, MICROSURFACING, & PAVEMENT MARKINGS. |
| Location Description | IMPERIAL COUNTY NEAR BRAWLEY AND CALIPATRIA AT VARIOUS LOCATIONS FROM 0.2 MILE SOUTH OF ROUTE 78 TO 0.4 MILE SOUTH OF ROUTE 115 |
| QA Service Level | 1 (Verified on 05/02/2025) |
Sample Information
| Sample Taken Date | 09/22/2025 | Sample Unique Key | 40 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/25/2025 | 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 | Mohammed |
| Last name of sampler or witnessed by | Masud | Title of sampler | TET |
| Telephone number of sampler | 6199021073 | Laboratory sample identification | 25-09-22-40-JMFR |
| Linked DIME Sample ID | 2025-09-22-41 | The fabricator/manufacturer/facility name | API Gateway |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 39 API Val | |
| Binder content (%) | 4.5 | Virgin binder PG | PG 70-10 |
| Design binder PG | PG 70-10 | Binder Supplier | Valero |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
DIME Sample ID: 2025-09-22-40
DIME Test ID: 2025-09-22-40-6
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: 2025-11-03
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: 10/27/2025
Test Temperature: 131 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: 6.5 %
Air Void Content for specimen A-2: 6.8 %
Air Void Content for specimen B-1: 6.8 %
Air Void Content for specimen B-2: 6.6 %
Stripping Inflection Point (Wheel A): >20000
Stripping Inflection Point (Wheel B): >20000
Maximum impression at 5000 passes (left wheel): 1.34 mm
Maximum impression at 5000 passes (right wheel): 1.09 mm
Average impression at 5000 passes (left/right avg): 1.22 mm
Maximum impression at 10000 passes (left wheel): 1.68 mm
Maximum impression at 10000 passes (right wheel): 1.31 mm
Average impression at 10000 passes (left/right avg): 1.5 mm
Maximum impression at 15000 passes (left wheel): 2.01 mm
Maximum impression at 15000 passes (right wheel): 1.48 mm
Average impression at 15000 passes (left/right avg): 1.74 mm
Maximum impression at 20000 passes (left wheel): 2.35 mm
Maximum impression at 20000 passes (right wheel): 1.69 mm
Average impression at 20000 passes (left/right avg): 2.02 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 an Avg of 2.02 mm
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Test was verified on 11/3/2025 ✔
