Summary for Test 2014-10-23-16-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 208869 DEA: 08368504 EFIS: 0800000628 |
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DIST-CO-RTE-PM | 08-SBD-15-177.3/181.1 |
Award Date | 10/14/2013 |
Closeout Date | 07/27/2023 |
Work Description | CONSTRUCT COMMERCIAL VEHICLE ENFORCEMENT FACILITY (CVEF) |
Location Description | SAN BERNARDINO COUNTY FROM 1.2 MILES NORTH OF NIPTON ROAD OVERCROSSING TO 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 10/08/2013) |
Sample Information
Sample Taken Date | 10/23/2014 | Sample Unique Key | 16 |
---|---|---|---|
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 | 10/24/2014 |
Sample type | Annual Source Testing | A brief description of the sample | Washed Concrete Sand |
The quantity of what the sample constitutes | 2 buckets | From where was the sample collected | Other |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | 4289B | Linked DIME Sample ID | 0 |
The fabricator/manufacturer/facility name | Cal Portland Aggregate Industries NV | Transportation Laboratory (TL) Number | Unknown |
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 | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | Cal Portland Aggregate Industries |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | fine |
The concrete mix design number | Lot number | Not set | |
Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2014-10-23-16
DIME Test ID: 2014-10-23-16-1
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?: Fine Aggregate
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: Satish Jain
Date of test: 10/29/2014
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 82 %
Cumulative percent passing the #16 sieve: 55 %
Cumulative percent passing the #30 sieve: 35 %
Cumulative percent passing the #50 sieve: 19 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/20/2015 ✔