Summary for Test 2021-07-08-25-5
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 215224 DEA: 080F5444 EFIS: 0818000209 COOP: 081714 |
---|---|
DIST-CO-RTE-PM | 08-RIV-91-17.4/18.9 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Operational and safety improvements by constructing a portion of the Ultimate SR?91 CIP Project on WB SR?91 from Green River Road to SR?241 to alleviate traffic congestion in this area (ORA Post Mile R17.4 to R18.9, RIV Post Mile R0.0 to R0.6). |
Location Description | The 91 COP consists of the following project components: adding a general purpose (GP) lane approximately 2 miles in length in the WB direction on SR?91 from Green River Road to SR?241. |
QA Service Level | 2 (Verified on 09/18/2020) |
Sample Information
Sample Taken Date | 07/08/2021 | Sample Unique Key | 25 |
---|---|---|---|
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 | 07/15/2021 |
Sample type | Verification | A brief description of the sample | JMF 3/8" HMA-A, R15 |
The quantity of what the sample constitutes | 4 Bags Of Coldfeed Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | R J Noble Company Orange | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0412A-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | R J Noble Orange | 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) | 91-33-0035::EAGLE VALLEY QUARRY |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 3/8 HMA-A R15 | The fabricator/manufacturer designation for the sample | |
The plant number | 44R1504SPO | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Orange Plant |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/8 inch |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-07-08-25
DIME Test ID: 2021-07-08-25-5
Testing Lab: CT D08 - Fontana Southern 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: 2021-07-26
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 07/21/2021
Clay Level (Test 1): 4.5
Sand Level (Test 1): 3.5
Clay Level (Test 2): 4.9
Sand Level (Test 2): 3.6
Clay Level (Test 3): 4.7
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 78
Sand Equivalent (Test 2): 74
Sand Equivalent (Test 3): 75
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/26/2021 ✔