Summary for Test 2025-09-18-59-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1001113 DEA: 021K0804 EFIS: 0224000049 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-395-0.0/5.0 |
| Award Date | 05/30/2025 |
| Closeout Date | Not set |
| Work Description | PLACE HMA OVERLAY AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | MODOC COUNTY NEAR LIKELY FROM LASSEN COUNTY LINE TO 0.8 MILE NORTH OF COUNTY ROAD 189 |
| QA Service Level | 1 (Verified on 05/05/2025) |
Sample Information
| Sample Taken Date | 09/18/2025 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 09/18/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | D80044 | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials — Fitch Road Rock and Asphalt (Alturas, CA) | Transportation Laboratory (TL) Number | 854560 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3932605 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 6.3 | Virgin binder PG | PG 58-34M |
| Design binder PG | PG 64-28M | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-09-18-59
DIME Test ID: 2025-09-18-59-6
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: 2025-10-10
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: 09/26/2025
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: 7.1 %
Air Void Content for specimen B-1: 6.9 %
Air Void Content for specimen B-2: 7.2 %
Stripping Inflection Point (Wheel A): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 1.63 mm
Maximum impression at 5000 passes (right wheel): 1.35 mm
Average impression at 5000 passes (left/right avg): 1.49 mm
Maximum impression at 10000 passes (left wheel): 1.86 mm
Maximum impression at 10000 passes (right wheel): 1.54 mm
Average impression at 10000 passes (left/right avg): 1.7 mm
Maximum impression at 15000 passes (left wheel): 2.02 mm
Maximum impression at 15000 passes (right wheel): 1.71 mm
Average impression at 15000 passes (left/right avg): 1.87 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): CT 389:
Nf>15000,
SIP>15000;
CT 360:
SA=0.3g/cm²
Test was verified on 10/10/2025 ✔