Summary for Test 2014-08-14-22-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 7427 DEA: 07215934 EFIS: 0700001833 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-2.4/4.0 |
| Award Date | 08/14/2012 |
| Closeout Date | 02/20/2020 |
| Work Description | Widen and Realign Freeway and Construct Ped OC, OC and UC Structures. |
| Location Description | LOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM 0.1 MILE NORTH OF CARMENITA ROAD OVERCROSSING TO 0.1 MILE NORTH OF SILVERBOW AVENUE PEDESTRIAN OVERCROSSING |
| QA Service Level | 1 (Verified on 11/26/2012) |
Sample Information
| Sample Taken Date | 08/14/2014 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 08/14/2014 |
| Sample type | Acceptance | A brief description of the sample | Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Other |
| First name of sampler or witnessed by | Syed | Last name of sampler or witnessed by | Shah |
| Title of sampler | ARE | Telephone number of sampler | Unknown |
| Laboratory sample identification | 4232B | Linked DIME Sample ID | 0 |
| The fabricator/manufacturer/facility name | I 5 Mainline from Sta 148 00 to 160 00 | 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 | Aggregate | Source Identification (SMARA or name of Pit) | Unknown |
|---|---|---|---|
| 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 | I 5 Mainline from Sta 148 00 to 160 00 |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | |
| The concrete mix design number | Lot number | Not set | |
| Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2014-08-14-22
DIME Test ID: 2014-08-14-22-1
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: 2015-02-20
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: Nader Rashidi
Date of test: 08/15/2014
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: 96 %
Cumulative percent passing the 1/2 in. sieve: 78 %
Cumulative percent passing the 3/8 in. sieve: 68 %
Cumulative percent passing the #4 sieve: 52 %
Cumulative percent passing the #8 sieve: 40 %
Cumulative percent passing the #16 sieve: 32 %
Cumulative percent passing the #30 sieve: 24 %
Cumulative percent passing the #50 sieve: 16 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 6.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/20/2015 ✔