Summary for Test 2023-10-26-88-1
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169 |
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DIST-CO-RTE-PM | 05-SB-101-4.4/R7.7 |
Award Date | 03/01/2021 |
Closeout Date | Not set |
Work Description | Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B. |
Location Description | 101 freeway in Summerland, CA |
QA Service Level | 1 (Verified on 05/06/2021) |
Sample Information
Sample Taken Date | 10/26/2023 | Sample Unique Key | 88 |
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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 | 10/26/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA COLDFEED |
The quantity of what the sample constitutes | 750-1500 Tons | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Tom | Last name of sampler or witnessed by | Cromwell |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Santa Paula | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0046 |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Side to Side Discharge | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | Lot number | 4 | |
Sublot number | 14 | Aggregate Mix Number | 13762 |
Test Details
DIME Sample ID: 2023-10-26-88
DIME Test ID: 2023-10-26-88-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2023-12-05
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Mike Bennett
Date of test: 10/27/2023
Clay Level (Test 1): 5.7
Sand Level (Test 1): 4
Clay Level (Test 2): 5.7
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.7
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 71
Sand Equivalent (Test 2): 69
Sand Equivalent (Test 3): 71
Sand Equivalent: 71
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/5/2023 ✔