Summary for Test 2023-03-24-54-3
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 | 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 | 03/24/2023 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 03/27/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Coarse and fine aggregate |
| The quantity of what the sample constitutes | Two Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Baher | Last name of sampler or witnessed by | Fakhoury |
| Title of sampler | Telephone number of sampler | 2137937180 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Holliday Rock Sun Valley | 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) | 91-19-0001 |
|---|---|---|---|
| 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 | conveyor belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
| The concrete mix design number | 4F36H500 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-03-24-54
DIME Test ID: 2023-03-24-54-3
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: 2023-07-06
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: Baher Fakhoury
Date of test: 04/04/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 514.7 grams | ||||||
| 0 grams | 100 % | |||||
| 18.7 grams | 96 % | |||||
| 121 grams | 76 % | |||||
| 253 grams | 51 % | |||||
| 364 grams | 29 % | |||||
| 445 grams | 14 % | |||||
| 487 grams | 5 % | |||||
| 499 grams | 3 % | |||||
| 514.7 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Fine aggregate gradation is out of operating range but within contract compliance on sieve # 30
Test was verified on 7/6/2023 ✔