Test 2014-06-04-8005668-3 (CTM 202-November 2011) Summary
Project Information
| Project Identifiers | Project ID: 209240 DEA: 07259204 EFIS: 0700020196 | ||
|---|---|---|---|
| DIST-CO-RTE-PM | 07-LA-10-R8.8/13.5 | ||
| Work Description | CONSTRUCT AUSTIN VAULT SAND FILTER BEDS. | ||
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM LA CIENEGA BOULEVARD TO 0.3 MILE WEST OF VERMONT AVENUE | ||
Sample Information
| Sample Taken Date | 6/4/2014 | Sample Unique Key | 8005668 |
|---|---|---|---|
| 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 | 6/5/2014 |
| Sample type | Acceptance | A brief description of the sample | Structure Backfill |
| The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Not set | Laboratory sample identification | Not set |
| The fabricator/manufacturer/facility name | Beverly Hills | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Not set |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Not set | A detailed description of where the material sample was collected | Conveyer Belt |
| Where the material sample would have been placed if not sampled | Not set |
Test Details
DIME Sample ID: 2014-06-04-8005668
DIME Test ID: 2014-06-04-8005668-3
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2015-02-17
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Charles McDonald
Date of test: 06/04/2014
Cumulative percent passing the 3 in. sieve:100 %
Cumulative percent passing the 2 1/2 in. sieve:100 %
Cumulative percent passing the 2 in. sieve:100 %
Cumulative percent passing the 1 1/2 in. sieve:99 %
Cumulative percent passing the 1 in. sieve:97 %
Cumulative percent passing the 3/4 in. sieve:96 %
Cumulative percent passing the 1/2 in. sieve:93 %
Cumulative percent passing the 3/8 in. sieve:91 %
Cumulative percent passing the #4 sieve:85 %
Cumulative percent passing the #8 sieve:77 %
Cumulative percent passing the #16 sieve:64 %
Cumulative percent passing the #30 sieve:49 %
Cumulative percent passing the #50 sieve:37 %
Cumulative percent passing the #100 sieve:26 %
Cumulative percent passing the #200 sieve:17.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 02/17/2015 ✔