Summary for Test 2022-08-15-44-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 209698 DEA: 072332E4 EFIS: 0700000391 COOP: 0705187 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-I-5-45.4/54 |
| Award Date | 07/01/2021 |
| Closeout Date | Not set |
| Work Description | Addition of 14 miles of HOV lanes in both directions would extend existing carpool lanes on the I- 5 in San Fernando Valley to Santa Clarita Valley |
| Location Description | The I-5 North Capacity Enhancements Project focuses on improvements to the I-5 freeway from cities of Santa Clarita and Castaic, beginning at the SR-14 interchange to Parker Rd. |
| QA Service Level | 2 (Verified on 02/03/2021) |
Sample Information
| Sample Taken Date | 08/15/2022 | Sample Unique Key | 44 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/17/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Class 3 Aggregate Base | The quantity of what the sample constitutes | NA |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jose |
| Last name of sampler or witnessed by | Tellez | Title of sampler | S2 Technician |
| Telephone number of sampler | Laboratory sample identification | 22-0233 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | NA | |
| Transportation Laboratory (TL) Number | 2202-08-15-01 | 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) | NA |
|---|---|---|---|
| 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 | Median | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-08-15-44
DIME Test ID: 2022-08-15-44-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-09-01
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: James Lee/Arnold Truong
Date of test: 08/19/2022
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 550.0 grams | 98 % | |||||
| 1960.0 grams | 94 % | |||||
| 7190.0 grams | 78 % | |||||
| 12020.0 grams | 64 % | |||||
| 21490.0 grams | 35 % | |||||
| 177.0 grams | 1 % | |||||
| 275.0 grams | 0 % | |||||
| 345.0 grams | 0 % | |||||
| 400.0 grams | 0 % | |||||
| 442.0 grams | 0 % | |||||
| 473.0 grams | 0 % | |||||
| 479.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/1/2022 ✔