Summary for Test 2022-01-12-32-2
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 | 04/03/2020 |
Closeout Date | 06/06/2024 |
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 | 01/12/2022 | Sample Unique Key | 32 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 01/18/2022 |
Sample type | Verification | A brief description of the sample | volumetric PCC |
The quantity of what the sample constitutes | 70 CY | From where was the sample collected | Other |
First name of sampler or witnessed by | Luis | Last name of sampler or witnessed by | Acosta |
Title of sampler | Transportation Engineering Technician | Telephone number of sampler | 2137937536 |
Laboratory sample identification | 5602 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Flatiron Plant | Transportation Laboratory (TL) Number | 6986 |
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) | Vulcan Durbin |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | stock pile | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | FIW 3018-A1 | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-01-12-32
DIME Test ID: 2022-01-12-32-2
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: 2022-04-04
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: Luis Acosta
Date of test: 01/20/2022
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 96 %
Cumulative percent passing the #8 sieve: 84 %
Cumulative percent passing the #16 sieve: 67 %
Cumulative percent passing the #30 sieve: 44 %
Cumulative percent passing the #50 sieve: 17 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 1.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/4/2022 ✔