Summary for Test 2023-09-14-97-2
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 994611 DEA: 112N1214 EFIS: 1121000171 |
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DIST-CO-RTE-PM | 11-SD-94-39.0/R49.9 |
Award Date | 06/06/2023 |
Closeout Date | 06/11/2024 |
Work Description | MICROSURFACING, SHOULDER BACKING, RUMBLE STRIP, & STRIPING. |
Location Description | SAN DIEGO NEAR POTRERO AND CANYON CITY FROM JUNCTION ROUTE 188 TO 3 MILES EAST OF CAMPO CREEK BRIDGE (BR NO. 57-0118) |
QA Service Level | 1 (Verified on 07/18/2023) |
Sample Information
Sample Taken Date | 09/14/2023 | Sample Unique Key | 97 |
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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 | 09/14/2023 |
Sample type | Quality Assurance | A brief description of the sample | Aggregates |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
First name of sampler or witnessed by | Leonard | Last name of sampler or witnessed by | Beystrum |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 9106-S | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Otay | 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) | 91-37-0035 |
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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 | Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-09-14-97
DIME Test ID: 2023-09-14-97-2
Testing Lab: CT D11 - District 11 Materials 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: 2024-02-07
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 01/02/2024
Clay Level (Test 1): 4.6
Sand Level (Test 1): 3.6
Clay Level (Test 2): 5.7
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5.3
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 79
Sand Equivalent (Test 2): 67
Sand Equivalent (Test 3): 74
Sand Equivalent: 74
General comments (publicly viewable) (Max 1000 characters): Complies Target 60 min
Test was verified on 2/7/2024 ✔