Summary for Test 2025-07-31-49-5
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1000636 DEA: 024H03U4 EFIS: 0224000026 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-12.9/20.0,20.6/21.0 |
| Award Date | 12/20/2024 |
| Closeout Date | 02/26/2026 |
| Work Description | HMA OVERLAY. |
| Location Description | PLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE |
| QA Service Level | 1 (Verified on 09/24/2024) |
Sample Information
| Sample Taken Date | 07/31/2025 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 08/01/2025 |
| Sample type | Acceptance | A brief description of the sample | 12 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Dawn | Last name of sampler or witnessed by | Sloatermen |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79982 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials — Shaw Pit (Lookout, CA) | Transportation Laboratory (TL) Number | 857966 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3908414 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.7 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-07-31-49
DIME Test ID: 2025-07-31-49-5
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Test Release Date: 2026-02-10
Test Results
Specified number of passes at 12.7 mm: 15000
Specimen Preparation Method: PMLC
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 08/15/2025
Test Temperature: 122 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: 7.0 %
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: 6.9 %
Stripping Inflection Point (Wheel A): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 2.45 mm
Maximum impression at 5000 passes (right wheel): 2.71 mm
Average impression at 5000 passes (left/right avg): 2.58 mm
Maximum impression at 10000 passes (left wheel): 2.99 mm
Maximum impression at 10000 passes (right wheel): 3.14 mm
Average impression at 10000 passes (left/right avg): 3.07 mm
Maximum impression at 15000 passes (left wheel): 3.43 mm
Maximum impression at 15000 passes (right wheel): 3.55 mm
Average impression at 15000 passes (left/right avg): 3.49 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: no data
General comments (publicly viewable) (Max 1000 characters): Rut=0.1in.@N₁₅₀₀₀,
Nf>15000,
SIP>15000
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| D79982, 857966, 02-4H03U3, HWT | 976.67 KB | 02/10/2026 | 2025-07-31-49-5 | Info |
Test was verified on 2/10/2026 ✔