Test 2013-09-17-4378-1 (CTM 202-November 2011) Summary
Project Information
| Project Identifiers | Project ID: 208944 DEA: 07187224 EFIS: 0700000189 | ||
|---|---|---|---|
| DIST-CO-RTE-PM | 07-LA-126-R6.8/R9.2 | ||
| Work Description | SR 126/Commerce Center Drive Interchange Project | ||
| Location Description | Northwest of the City of Santa Clarita in unincorporated Los Angeles County | ||
Sample Information
| Sample Taken Date | 9/17/2013 | Sample Unique Key | 4378 |
|---|---|---|---|
| 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 | 9/17/2013 |
| Sample type | Annual Source Testing | A brief description of the sample | 3/8 Rock |
| The quantity of what the sample constitutes | 5 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Hopkins |
| Title of sampler | MREA | Laboratory sample identification | 3240B |
| The fabricator/manufacturer/facility name | Holliday Palmdale | 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) | SMARA No. 91-19-0001 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/8 Rock | The fabricator/manufacturer designation for the sample | Not set |
| The plant number | Not set | A detailed description of where the material sample was collected | Stockpile |
| Where the material sample would have been placed if not sampled | Not set | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | Lot number | Not set | |
| Sublot number | Not set | HMA Design ID |
Test Details
DIME Sample ID: 2013-09-17-4378
DIME Test ID: 2013-09-17-4378-1
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: 2014-02-28
Test Results
What size aggregate is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Nader Rashidi
Date of test: 09/18/2013
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:94 %
Cumulative percent passing the #4 sieve:23 %
Cumulative percent passing the #8 sieve:6 %
General comments (publicly viewable) (Max 250 characters):
Test was verified on 02/28/2014 ✔