Summary for Test 2022-05-14-33-5
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 | 05/14/2022 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 05/17/2022 |
| Sample type | Acceptance | A brief description of the sample | Class 2 Aggregate Base for LCBRS |
| The quantity of what the sample constitutes | 444 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Hopkins |
| Title of sampler | Plant Inspector | Telephone number of sampler | 213-792-4793 |
| Laboratory sample identification | 6474 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | LB Crushing | Transportation Laboratory (TL) Number | C051422 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | KH122V | 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 | LCBRS Mix | The fabricator/manufacturer designation for the sample | Flatiron West |
| The plant number | Flatiron Volumetric | 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 | fine | |
| The concrete mix design number | FIW 0110-1 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-05-14-33
DIME Test ID: 2022-05-14-33-5
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: 2022-07-13
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: Measured
Tester's full name: M Campos
Date of test: 05/27/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 496 grams | 97 % | |||||
| 2506 grams | 85 % | |||||
| 3680 grams | 79 % | |||||
| 5789 grams | 66 % | |||||
| 137 grams | 31 % | |||||
| 221 grams | 24 % | |||||
| 292 grams | 18 % | |||||
| 358 grams | 12 % | |||||
| 405 grams | 8 % | |||||
| 437 grams | 5 % | |||||
| 502.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/13/2022 ✔