Summary for Test 2020-07-01-41-7
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-6.0/14.6 |
| Award Date | 05/08/2020 |
| Closeout Date | 08/14/2023 |
| Work Description | REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK. |
| Location Description | LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 07/01/2020 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 07/02/2020 |
| Sample type | Verification | A brief description of the sample | Combined Untreated Virgin 3/4-inch Type A Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78503F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ward Lake Pit | Transportation Laboratory (TL) Number | 896803 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-18-0008 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Lab-Batched from Sized Untreated Aggregate Stockpiles |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | JMF 20-08-S2 | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-07-01-41
DIME Test ID: 2020-07-01-41-7
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: 2020-11-16
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 11/03/2020
Clay Level (Test 1): 4.9
Sand Level (Test 1): 4.1
Clay Level (Test 2): 5
Sand Level (Test 2): 4.2
Clay Level (Test 3): 5
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 84
Sand Equivalent (Test 2): 84
Sand Equivalent (Test 3): 84
Sand Equivalent: 84
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/16/2020 ✔