Summary for Test 2014-11-13-7-3
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 3959 DEA: 072159C4 EFIS: 0700000339 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-001.8/003.0 |
| Award Date | 08/19/2011 |
| Closeout Date | 08/16/2018 |
| Work Description | CARMENITA INTERCHANGE IMPROVEMENT |
| Location Description | LOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM ALONDRA BOULEVARD OVERCROSSING TO SHOEMAKER AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 05/01/2012) |
Sample Information
| Sample Taken Date | 11/13/2014 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 11/14/2014 |
| Sample type | Acceptance | A brief description of the sample | Imported 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 | Calvin | Last name of sampler or witnessed by | Dao |
| Title of sampler | TEC | Telephone number of sampler | Unknown |
| Laboratory sample identification | 4312B | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | RW 13 | Transportation Laboratory (TL) Number | C 0007 |
| 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 | Unknown |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | RW 13 |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
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DIME Sample ID: 2014-11-13-7
DIME Test ID: 2014-11-13-7-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2015-02-23
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 11/17/2014
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: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 96 %
Cumulative percent passing the #8 sieve: 88 %
Cumulative percent passing the #16 sieve: 77 %
Cumulative percent passing the #30 sieve: 58 %
Cumulative percent passing the #50 sieve: 31 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 7.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/23/2015 ✔