Summary for Test 2025-08-02-14-3
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 995119 DEA: 034H6004 EFIS: 0319000004 |
|---|---|
| DIST-CO-RTE-PM | 03-PLA-49-R8.7/R10.6 |
| Award Date | 12/08/2023 |
| Closeout Date | Not set |
| Work Description | CONC BARRIER, JPCP, HMA, RDWY EXC, RCP AND LIGHTING. |
| Location Description | PLACER COUNTY NEAR AUBURN FROM 0.3 MILE SOUTH OF LORENSEN ROAD/FLORENCE LANE TO 0.4 MILE NORTH OF LONE STAR ROAD |
| QA Service Level | 1 (Verified on 11/13/2023) |
Sample Information
| Sample Taken Date | 08/02/2025 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 08/18/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA w/ 25% RAP |
| The quantity of what the sample constitutes | 10 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Emilo | Last name of sampler or witnessed by | Chaves |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | PSU 25-148 | Linked DIME Sample ID | 2025-08-02-6 |
| The fabricator/manufacturer/facility name | Desilva Gates-Marysville | 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 | 2 |
| Sublot number | 1 | HMA Mix Number | MD 6736 |
| Binder content (%) | 4.7 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero |
| RAP content (%) | 25 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-08-02-14
DIME Test ID: 2025-08-02-14-3
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Test Release Date: 2025-09-24
Test Results
Specified number of passes at 12.7 mm: 25000
Specimen Preparation Method: PMLC
Input Type: Measured
Tester's full name: Joshua Wilson
Date of test: 09/19/2025
Test Temperature: 122 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: no data
Air Void Content for specimen A-2: no data
Air Void Content for specimen B-1: no data
Air Void Content for specimen B-2: no data
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
Maximum impression at 5000 passes (left wheel): 2.24 mm
Maximum impression at 5000 passes (right wheel): 1.92 mm
Average impression at 5000 passes (left/right avg): 2.08 mm
Maximum impression at 10000 passes (left wheel): 2.79 mm
Maximum impression at 10000 passes (right wheel): 2.4 mm
Average impression at 10000 passes (left/right avg): 2.59 mm
Maximum impression at 15000 passes (left wheel): 3.07 mm
Maximum impression at 15000 passes (right wheel): 2.64 mm
Average impression at 15000 passes (left/right avg): 2.86 mm
Maximum impression at 20000 passes (left wheel): 3.28 mm
Maximum impression at 20000 passes (right wheel): 2.87 mm
Average impression at 20000 passes (left/right avg): 3.08 mm
Maximum impression at 25000 passes (left wheel): 3.51 mm
Maximum impression at 25000 passes (right wheel): 3.01 mm
Average impression at 25000 passes (left/right avg): 3.26 mm
Raw Data: no data
General comments (publicly viewable) (Max 1000 characters): A Top 7.4
A Bottom 7.4
Test was verified on 9/24/2025 ✔