Summary for Test 2026-06-04-163-7
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 215734 DEA: 024H0104 EFIS: 0218000068 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-78.3/90.3 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE AC SURFACING, PLACE HMA AND THERMOPLASTIC TRAFFIC STRIPING. |
| Location Description | PLUMAS COUNTY NEAR PORTOLA FROM 0.4 MILE WEST OF BIG GRIZZLY CREEK BRIDGE TO 0.8 MILE WEST OF SUMMIT SCHOOL DRIVE |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 06/04/2026 | Sample Unique Key | 163 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/08/2026 | 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 | Emilio |
| Last name of sampler or witnessed by | Chavez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D80222 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Ward Lake Plant (Litchfield, CA) | |
| Transportation Laboratory (TL) Number | 036636 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | 3923701 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | JMF2614001 | |
| Binder content (%) | 5.7 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Western Emulsions (White City, OR) |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2026-06-04-163
DIME Test ID: 2026-06-04-163-7
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: 2026-07-16
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: 06/12/2026
Test Temperature: 122 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: 7.3 %
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): 1.79 mm
Maximum impression at 5000 passes (right wheel): 1.84 mm
Average impression at 5000 passes (left/right avg): 1.82 mm
Maximum impression at 10000 passes (left wheel): 2.18 mm
Maximum impression at 10000 passes (right wheel): 2.25 mm
Average impression at 10000 passes (left/right avg): 2.21 mm
Maximum impression at 15000 passes (left wheel): 2.43 mm
Maximum impression at 15000 passes (right wheel): 2.46 mm
Average impression at 15000 passes (left/right avg): 2.45 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@N₁₅₀₀₀=0.1in.,
Nf>15000,
SIP>15000
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| D80222, 02-4H0103, 036636, HWT | 913.60 KB | 07/16/2026 | 2026-06-04-163-7 | Info |
Test was verified on 7/16/2026 ✔