Summary for Test 2022-07-29-12-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 993116 DEA: 07320004 EFIS: 0716000029 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-14-R31.4/36.5 |
| Award Date | 09/08/2021 |
| Closeout Date | 11/01/2023 |
| Work Description | INSTALL WIRED MESH DRAPERY SYSTEM AND SLOPE AND ROADSIDE PAVING. |
| Location Description | LOS ANGELES COUNTY IN SANTA CLARITA FROM CANYON PARK BOULEVARD UNDERCROSSING TO SPRING CANYON ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 07/29/2022 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 07/29/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Aggregate Base |
| The quantity of what the sample constitutes | 378 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jacinto | Last name of sampler or witnessed by | Villanueva |
| Title of sampler | TEC | Telephone number of sampler | 8182096574 |
| Laboratory sample identification | 22-1951 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Chumo Construction | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Aggregate Base |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | from various location at Aggregate Base | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-07-29-12
DIME Test ID: 2022-07-29-12-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-07-31
Test Results
Is oversize material: Yes
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 07/29/2022
In-place wet density: 1.95
Percentage passing 3/4 in. sieve: 88 %
Percentage retained on 3/4 in. sieve: 12.0 %
Specific gravity of material passing 3/4 in. sieve: 2.17
Specific gravity of material retained on 3/4 in. sieve: 1.44 %
% Moisture: 6.4 %
Optimum Moisture: 10.4 %
Coefficient for 3/4 in. aggregate: 1.0
Corrected density: 2.05
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/31/2022 ✔