Summary for Test 2022-12-13-42-3
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 | 12/13/2022 | Sample Unique Key | 42 |
---|---|---|---|
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 | 12/14/2022 |
Sample type | Acceptance | A brief description of the sample | 1x4 and WCS |
The quantity of what the sample constitutes | 67 cy | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Victor | Last name of sampler or witnessed by | Pham |
Title of sampler | Telephone number of sampler | 2137924794 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Short load Mobile Mixers | 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) | 91-19-0023 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | structural approach slab | The fabricator/manufacturer designation for the sample | Mix FIW 3018-A1 |
The plant number | A detailed description of where the material sample was collected | Stockpile @ Yard | |
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 |
Test Details
DIME Sample ID: 2022-12-13-42
DIME Test ID: 2022-12-13-42-3
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: 2023-01-05
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: Measured
Tester's full name: Victor Pham
Date of test: 12/14/2022
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
506 grams | ||||||
0 grams | 100 % | |||||
9 grams | 98 % | |||||
72 grams | 86 % | |||||
155 grams | 69 % | |||||
264 grams | 48 % | |||||
408 grams | 19 % | |||||
478 grams | 6 % | |||||
495 grams | 2 % | |||||
506 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/5/2023 ✔