Summary for Test 2020-07-24-38-4
Test performed: AASHTO T324-14Project Information
Project Identifiers | Project ID: 214562 DEA: 040J7104 EFIS: 0414000029 |
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DIST-CO-RTE-PM | 04-SOL-80-1.8/4.4 |
Award Date | 03/17/2020 |
Closeout Date | 02/29/2024 |
Work Description | RAISE BRIDGE AND PLACE STRUCTURAL CONCRETE. |
Location Description | SOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 12/03/2019) |
Sample Information
Sample Taken Date | 07/24/2020 | Sample Unique Key | 38 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/24/2020 |
Sample type | Verification | A brief description of the sample | 1/2 inch RHMA Sample from Plant |
The quantity of what the sample constitutes | 14 boxes | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | CTInspectorIArechiga | Last name of sampler or witnessed by | CTInspectorIArechiga |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | SYAN VALEJO | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
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HMA Grading | 1/2 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2020-07-24-38
DIME Test ID: 2020-07-24-38-4
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Test Release Date: 2020-08-17
Test Results
Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 08/12/2020
HMA Production: Field Plant Produced
Specified number of passes at 12.7 mm: 15000
Specified number of passes at inflection point: no data
Type and Amount of Anti-Stripping Additive: N/A
Compaction Method: SGC Cylindrical Specimen
Test Temperature: 122 F
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): 20000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 20000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 3.63 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 3.83 mm
Stripping Inflection Point (Wheel A): 24987
Stripping Inflection Point (Wheel B): 24989
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: 20000
Impression at specified number of passes average: 4 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/17/2020 ✔