Summary for Test 2022-03-18-44-5
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 211260 DEA: 072159U4 EFIS: 0715000160 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,ORA-5-0.0/1.5, 44.3/44.4 |
| Award Date | 05/27/2016 |
| Closeout Date | 08/01/2023 |
| Work Description | CONSTRUCT HOV LANES AND MIX FLOW LANES. |
| Location Description | LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK |
| QA Service Level | 1 (Verified on 03/16/2016) |
Sample Information
| Sample Taken Date | 03/18/2022 | Sample Unique Key | 44 |
|---|---|---|---|
| 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 | 03/22/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 1x4 pcc aggregate |
| The quantity of what the sample constitutes | 64 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 | SECURITY PLANT LA-MIRADA | Transportation Laboratory (TL) Number | 0318A1 |
| 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) | 91-19-0035 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | PCC mix | The fabricator/manufacturer designation for the sample | mix G3-15-STR-002 |
| The plant number | La Mirada | A detailed description of where the material sample was collected | Conveyor Belt |
| Where the material sample would have been placed if not sampled | Roadway | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | G3-15-STR-002 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-03-18-44
DIME Test ID: 2022-03-18-44-5
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: 2022-04-07
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: A.Toledo
Date of test: 03/25/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 514 grams | ||||||
| 0 grams | 100 % | |||||
| 26 grams | 95 % | |||||
| 67 grams | 87 % | |||||
| 159 grams | 69 % | |||||
| 273 grams | 47 % | |||||
| 414 grams | 19 % | |||||
| 484 grams | 6 % | |||||
| 502 grams | 2 % | |||||
| 514 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/7/2022 ✔