Summary for Test 2023-09-18-61-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 994617 DEA: 112N1664 EFIS: 1122000153 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-79-44.7/53.0 |
| Award Date | 05/18/2023 |
| Closeout Date | 06/11/2024 |
| Work Description | COLD PLANE, RHMA OVERLAY, PAVEMENT MARKING, & RUMBLE STRIP. |
| Location Description | SAN DIEGO COUNTY NEAR SUNSHINE SUMMIT FROM 1.2 MILES NORTH OF ACORN CREEK BRIDGE TO RIVERSIDE COUNTY LINE |
| QA Service Level | 1 (Verified on 11/30/2023) |
Sample Information
| Sample Taken Date | 09/18/2023 | 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 | 09/19/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA PSU |
| The quantity of what the sample constitutes | 12 boxes 3 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | N/A | Last name of sampler or witnessed by | N/A |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 9601-PSU | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Martin Marietta | 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 | |
| Sublot number | HMA Mix Number | 53417105 | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2023-09-18-61
DIME Test ID: 2023-09-18-61-6
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Test Release Date: 2023-10-03
Test Results
Specified number of passes at 12.7 mm: 10000
Specimen Preparation Method:
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/25/2023
Test Temperature: 113 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): >10000
Stripping Inflection Point (Wheel B): >10000
Maximum impression at 5000 passes (left wheel): 1.81 mm
Maximum impression at 5000 passes (right wheel): 1.16 mm
Average impression at 5000 passes (left/right avg): 1.48 mm
Maximum impression at 10000 passes (left wheel): 1.9 mm
Maximum impression at 10000 passes (right wheel): 1.32 mm
Average impression at 10000 passes (left/right avg): 1.61 mm
Maximum impression at 15000 passes (left wheel): no data
Maximum impression at 15000 passes (right wheel): no data
Average impression at 15000 passes (left/right avg): no data
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):
Test was verified on 10/3/2023 ✔