Summary for Test 2022-09-12-10-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 993150 DEA: 051G9704 EFIS: 0516000008 |
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DIST-CO-RTE-PM | 05-SB-135-11.7/17.8 |
Award Date | 09/27/2021 |
Closeout Date | Not set |
Work Description | COLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS. |
Location Description | SANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR |
QA Service Level | 1 (Verified on 08/09/2021) |
Sample Information
Sample Taken Date | 09/12/2022 | Sample Unique Key | 10 |
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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 | 09/12/2022 |
Sample type | Quality Assurance | A brief description of the sample | Class 2 aggregate base |
The quantity of what the sample constitutes | 316 CU. FT | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Isaac | Last name of sampler or witnessed by | Gleffe |
Title of sampler | ARET | Telephone number of sampler | 18053191237 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Calportland-Garey | 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 | Class 2 aggregate base |
---|---|---|---|
The fabricator/manufacturer designation for the sample | 3/4 in Class 2 Aggregate Base | A detailed description of where the material sample was collected | job site |
Where the material sample would have been placed if not sampled | sta 0010 |
Test Details
DIME Sample ID: 2022-09-12-10
DIME Test ID: 2022-09-12-10-2
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-09-12
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Salvador Lopez-Zamora
Date of test: 09/12/2022
In-place wet density: 2.17
Highest adjust wet density: 2.24
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): complies
Test was verified on 9/12/2022 ✔