Summary for Test 2023-08-06-4-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993387 DEA: 07323404 EFIS: 0716000064 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-R59.5/R67.9 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
| Sample Taken Date | 08/06/2023 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 08/06/2023 |
| Sample type | Department Acceptance | A brief description of the sample | WCS PCC Aggregate |
| The quantity of what the sample constitutes | 80 CY | From where was the sample collected | Manufacturer |
| 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 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Security Paving Volumetric | Transportation Laboratory (TL) Number | C080623B |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | KH101A | 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 | The fabricator/manufacturer designation for the sample | ||
| The plant number | Security Paving 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 | G3-21-CTS-220 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-08-06-4
DIME Test ID: 2023-08-06-4-1
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: 2023-08-28
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: Kevin Hopkins
Date of test: 08/07/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 522 grams | ||||||
| 0 grams | 100 % | |||||
| 6 grams | 99 % | |||||
| 64 grams | 88 % | |||||
| 165 grams | 68 % | |||||
| 276 grams | 47 % | |||||
| 399 grams | 24 % | |||||
| 475 grams | 9 % | |||||
| 508 grams | 3 % | |||||
| 510 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/28/2023 ✔