Summary for Test 2013-09-27-4929-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 7428 DEA: 07215944 EFIS: 0700001834 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-4.0/5.9 |
| Award Date | 08/23/2012 |
| Closeout Date | 07/02/2021 |
| Work Description | RECONSTRUCT AND WIDEN FREEWAY AND UNDERCROSSING STRUCTURES. |
| Location Description | LOS ANGELES COUNTY IN NORWALK FROM 0.4 MILE SOUTH OF SAN ANTONIO DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 11/07/2012) |
Sample Information
| Sample Taken Date | 09/27/2013 | Sample Unique Key | 4929 |
|---|---|---|---|
| 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 | 09/27/2013 |
| Sample type | Department Acceptance | A brief description of the sample | Pervious Material |
| The quantity of what the sample constitutes | 3 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 | Telephone number of sampler | Not set |
| Laboratory sample identification | Not set | Linked DIME Sample ID | Not set |
| The fabricator/manufacturer/facility name | Vulcan Corona | 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, name of Pit or Job Site) | Unknown |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/8 Pervious Backfill Material | 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 | |
| The concrete mix design number | Lot number | Not set | |
| Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2013-09-27-4929
DIME Test ID: 2013-09-27-4929-2
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: 2015-02-19
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: Robert Jarquin
Date of test: 11/14/2013
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: 97 %
Cumulative percent passing the #4 sieve: 29 %
Cumulative percent passing the #8 sieve: 4 %
Cumulative percent passing the #16 sieve: 3 %
Cumulative percent passing the #30 sieve: 3 %
Cumulative percent passing the #50 sieve: 3 %
Cumulative percent passing the #100 sieve: 2 %
Cumulative percent passing the #200 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/19/2015 ✔