Test 2013-12-03-8002992-1 (CTM 202-November 2011) Summary
Project Information
Project Identifiers | Project ID: 3995 DEA: 072332A4 EFIS: 0700000390 | ||
---|---|---|---|
DIST-CO-RTE-PM | 07-LA-5-R46.3/R50.0 | ||
Work Description | WIDEN ROADWAY AND BRIDGES WITH PCC AND CONSTRUCT RETAINING WALLS. | ||
Location Description | LOS ANGELES COUNTY IN AND NEAR SANTA CLARITA FROM 0.3 MILE SOUTH OF WELDON CANYON OVERCROSSING TO 0.4 MILE SOUTH OF PICO CANYON ROAD/LYONS AVENUE OVERCROSSING |
Sample Information
Sample Taken Date | 12/3/2013 | Sample Unique Key | 8002992 |
---|---|---|---|
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 | 12/4/2013 |
Sample type | Acceptance | A brief description of the sample | Structure Backfill Material |
The quantity of what the sample constitutes | 1bag | 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 | RW 2578 | 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) | RW 2578 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Not set | The fabricator/manufacturer designation for the sample | Not set |
The plant number | Not set | A detailed description of where the material sample was collected | RW 2578 |
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 | HMA Design ID |
Test Details
DIME Sample ID: 2013-12-03-8002992
DIME Test ID: 2013-12-03-8002992-1
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: 2015-02-20
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: Vincent Onoh
Date of test: 12/11/2013
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:99 %
Cumulative percent passing the 1 in. sieve:98 %
Cumulative percent passing the 3/4 in. sieve:97 %
Cumulative percent passing the 1/2 in. sieve:94 %
Cumulative percent passing the 3/8 in. sieve:91 %
Cumulative percent passing the #4 sieve:84 %
Cumulative percent passing the #8 sieve:76 %
Cumulative percent passing the #16 sieve:68 %
Cumulative percent passing the #30 sieve:55 %
Cumulative percent passing the #50 sieve:39 %
Cumulative percent passing the #100 sieve:28 %
Cumulative percent passing the #200 sieve:19 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 02/20/2015 ✔