Summary for Test 2023-09-22-20-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 994960 DEA: 073325A4 EFIS: 0716000270 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-2-26.4/79.8 |
| Award Date | 09/27/2022 |
| Closeout Date | Not set |
| Work Description | INSTALL METAL BEAM GUARDRAILS. |
| Location Description | LOS ANGELES COUNTY NEAR LA CANADA FLINTRIDGE FROM BAY TREE ROAD TO BIG PINES HIGHWAY |
| QA Service Level | 1 (Verified on 07/13/2023) |
Sample Information
| Sample Taken Date | 09/22/2023 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 09/22/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 3476 SF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Michelangelo | Last name of sampler or witnessed by | Sese |
| Title of sampler | TET | Telephone number of sampler | 310-345-6204 |
| Laboratory sample identification | 23-1465 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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 | Various locations | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-09-22-20
DIME Test ID: 2023-09-22-20-2
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: 2023-09-22
Test Results
Is oversize material: Yes
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 09/22/2023
In-place wet density: 2.18
Percentage passing 3/4 in. sieve: 84 %
Percentage retained on 3/4 in. sieve: 16 %
Specific gravity of material passing 3/4 in. sieve: 2.28
Specific gravity of material retained on 3/4 in. sieve: 2.7 %
% Moisture: 1.9 %
Optimum Moisture: no data
Coefficient for 3/4 in. aggregate: 1.00
Corrected density: 2.34
Relative compaction: 93
General comments (publicly viewable) (Max 1000 characters): NB Rte. 2 PM 45.65 DS-4 Angeles Crest Highway
Sta. 1057+19 to Sta. 1058+77
Test was verified on 9/22/2023 ✔