Summary for Test 2025-07-21-61-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1001140 DEA: 022K0004 EFIS: 0225000023 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-13.55/14.58 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Whiskey Creek Bridge Emergency Repair |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/03/2025) |
Sample Information
| Sample Taken Date | 07/21/2025 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 07/28/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-16) |
| 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 | CGI | Last name of sampler or witnessed by | CGI |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79974 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 036701 |
| 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 | ||
| Binder content (%) | 5.4 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 24 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-07-21-61
DIME Test ID: 2025-07-21-61-6
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: 2026-02-03
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: 08/13/2025
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: 7.0 %
Air Void Content for specimen B-1: 6.9 %
Air Void Content for specimen B-2: 7.1 %
Stripping Inflection Point (Wheel A): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 1.7 mm
Maximum impression at 5000 passes (right wheel): 1.49 mm
Average impression at 5000 passes (left/right avg): 1.6 mm
Maximum impression at 10000 passes (left wheel): 1.97 mm
Maximum impression at 10000 passes (right wheel): 1.74 mm
Average impression at 10000 passes (left/right avg): 1.86 mm
Maximum impression at 15000 passes (left wheel): 2.17 mm
Maximum impression at 15000 passes (right wheel): 1.92 mm
Average impression at 15000 passes (left/right avg): 2.05 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 360:
SA=0.5g/cm²;
CT 389:
Rut=0.1in.@N₁₅₀₀₀,
Nf>15000,
SIP>15000
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| D79974, 036701, 02-2K7003, HWT | 853.83 KB | 02/03/2026 | 2025-07-21-61-6 | Info |
Test was verified on 2/3/2026 ✔