Summary for Test 2022-02-01-49-6
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 | 02/01/2022 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 02/07/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 1 x 4 PCC Aggregate and Sand |
| The quantity of what the sample constitutes | 300 CYS | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Gerardo | Last name of sampler or witnessed by | Zubieta |
| Title of sampler | Transportation Engineer | Telephone number of sampler | |
| Laboratory sample identification | 5801 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Flat Iron Portable @ 210 & Paxton | Transportation Laboratory (TL) Number | C-924049 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
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 | JPCP | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Conveyor Belt at Plant | |
| Where the material sample would have been placed if not sampled | PCC SLAB | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | 3215-06 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-02-01-49
DIME Test ID: 2022-02-01-49-6
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: 2022-04-22
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: Gerardo Zubieta
Date of test: 02/01/2022
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 507 grams | ||||||
| 0.0 grams | 100 % | |||||
| 10.0 grams | 98 % | |||||
| 70.0 grams | 86 % | |||||
| 144.0 grams | 72 % | |||||
| 249.0 grams | 51 % | |||||
| 381.0 grams | 25 % | |||||
| 465.0 grams | 8 % | |||||
| 493.0 grams | 3 % | |||||
| 507.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): #200 Rounded is 2.9%
Test was verified on 4/22/2022 ✔