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 |
|---|---|---|---|
| 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 | 08/17/2022 |
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 ✔