Summary for Test 2019-09-13-13-2
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 211260 DEA: 072159U4 EFIS: 0715000160 |
---|---|
DIST-CO-RTE-PM | 07-LA,ORA-5-0.0/1.5, 44.3/44.4 |
Award Date | 05/27/2016 |
Closeout Date | 08/01/2023 |
Work Description | CONSTRUCT HOV LANES AND MIX FLOW LANES. |
Location Description | LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK |
QA Service Level | 1 (Verified on 03/16/2016) |
Sample Information
Sample Taken Date | 09/13/2019 | Sample Unique Key | 13 |
---|---|---|---|
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 | 09/14/2019 |
Sample type | Quality Control | A brief description of the sample | Rock and Sand |
The quantity of what the sample constitutes | 1 Bag | From where was the sample collected | Source |
First name of sampler or witnessed by | Ryan | Last name of sampler or witnessed by | Milum |
Title of sampler | QC Field Technician | Telephone number of sampler | Unknown |
Laboratory sample identification | Mix G3-15-3600-590 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Security Florance | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 00-0000 |
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0025::IRWINDALE |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Set 1 | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | unknown |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1 inch |
The concrete mix design number | G3-15-3600-590 | Lot number | 1 |
Sublot number | 1 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-09-13-13
DIME Test ID: 2019-09-13-13-2
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-10-29
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: Ronald Hernandez
Date of test: 09/17/2019
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 96 %
Cumulative percent passing the #8 sieve: 82 %
Cumulative percent passing the #16 sieve: 68 %
Cumulative percent passing the #30 sieve: 46 %
Cumulative percent passing the #50 sieve: 20 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/29/2019 ✔