Summary for Test 2022-04-27-16-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
| Sample Taken Date | 04/27/2022 | 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 | 04/28/2022 |
| Sample type | Quality Assurance | A brief description of the sample | RECYCLED LEAN BASE AGG FOR LCB |
| The quantity of what the sample constitutes | 450 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Seifu | Last name of sampler or witnessed by | Mersha |
| Title of sampler | TET | Telephone number of sampler | 2132164406 |
| Laboratory sample identification | SM034-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Flatiron Plant - Paxton off-Ramp | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | LB Crushing: CMB / CL 2 BASE |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | CMB stockpile | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | LCB-3215-03 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-04-27-16
DIME Test ID: 2022-04-27-16-1
Testing Lab: CT D07 - Plant Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-05-03
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: Seifu Mersha
Date of test: 04/28/2022
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: 96 %
Cumulative percent passing the 1/2 in. sieve: 76 %
Cumulative percent passing the 3/8 in. sieve: 65 %
Cumulative percent passing the #4 sieve: 43 %
Cumulative percent passing the #8 sieve: 32 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 2.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/3/2022 ✔