Summary for Test 2018-05-11-14-6
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 211705 DEA: 024G3804 EFIS: 0214000006 |
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DIST-CO-RTE-PM | 02-TRI-299-0.0/8.3 |
Award Date | 11/30/2016 |
Closeout Date | 01/02/2019 |
Work Description | PLACE RUBBERIZED HOT MIX ASPHALT, GUARDRAIL, AND SOME DRAINAGE |
Location Description | TRINITY COUNTY AT AND NEAR SALYER FROM HUMBOLDT COUNTY LINE TO 0.6 MILE EAST OF GRAY CREEK ROAD |
QA Service Level | 1 (Verified on 10/25/2017) |
Sample Information
Sample Taken Date | 05/11/2018 | Sample Unique Key | 14 |
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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 | 05/14/2018 |
Sample type | Verification | A brief description of the sample | Sized Untreated Aggregate |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Dave | Last name of sampler or witnessed by | Lockett |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | D77362 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Mercer Fraser Company, Willow Creek Plant | Transportation Laboratory (TL) Number | 002135 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | JMF 18-06-S1 | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-12-0007::WILLOW CREEK |
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The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | 17-1006.112G |
The plant number | Unknown | A detailed description of where the material sample was collected | Lab-batched from untreated stockpiles |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
The concrete mix design number | JMF 18-06-S1 | Lot number | Not set |
Sublot number | Not set | Aggregate Mix Number | Not set |
HMA Pay | No |
Test Details
DIME Sample ID: 2018-05-11-14
DIME Test ID: 2018-05-11-14-6
Testing Lab: CT D02 - Redding Northern Regional 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: 2018-08-30
Test Results
How many times will the test be run?: 3 Times
Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 06/19/2018
Sand Equivalent (Test 1): 74
Sand Equivalent (Test 2): 75
Sand Equivalent (Test 3): 80
Sand Equivalent: 77
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/30/2018 ✔