Summary for Test 2025-09-16-103-1
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1000540 DEA: 051Q03U4 EFIS: 0524000192 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO,KER-46-60.3/60.8,0.0/0.4 |
| Award Date | 12/13/2024 |
| Closeout Date | Not set |
| Work Description | VERTICAL CURVE AND EXTEND EXISTING TRUCK CLIMBING LANE. |
| Location Description | SAN LUIS OBISPO AND KERN COUNTIES NEAR CHOLAME FROM 2.0 MILES EAST OF ANTELOPE ROAD TO 0.4 MILE EAST OF THE KERN COUNTY LINE. |
| QA Service Level | 1 (Verified on 09/09/2024) |
Sample Information
| Sample Taken Date | 09/16/2025 | Sample Unique Key | 103 |
|---|---|---|---|
| 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 | 11/03/2025 |
| Sample type | Dispute Resolution | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 6 boxes | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Carlos | Last name of sampler or witnessed by | Manzo |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Sierra Pacific - Avenal | 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 | 1 |
| Sublot number | 2 | HMA Mix Number | 39AC12GGLMA |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | 0 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-09-16-103
DIME Test ID: 2025-09-16-103-1
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: 2025-11-18
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: 11/17/2025
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: 6.5 %
Air Void Content for specimen B-1: 6.7 %
Air Void Content for specimen B-2: 6.7 %
Stripping Inflection Point (Wheel A): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 2.2 mm
Maximum impression at 5000 passes (right wheel): 2.24 mm
Average impression at 5000 passes (left/right avg): 2.22 mm
Maximum impression at 10000 passes (left wheel): 6.01 mm
Maximum impression at 10000 passes (right wheel): 4.46 mm
Average impression at 10000 passes (left/right avg): 5.23 mm
Maximum impression at 15000 passes (left wheel): 12.31 mm
Maximum impression at 15000 passes (right wheel): 8.86 mm
Average impression at 15000 passes (left/right avg): 10.59 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: csv
General comments (publicly viewable) (Max 1000 characters): Complies Target 12.7 mm Tested an Avg of 10.59 mm
Test was verified on 11/18/2025 ✔