Summary for Test 2023-12-07-13-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 994869 DEA: 073237U4 EFIS: 0720000224 |
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DIST-CO-RTE-PM | 07-VEN-150-13.3/19 |
Award Date | 03/27/2023 |
Closeout Date | Not set |
Work Description | PLACE HMA (TYPE A) AND COLD PLANE ASPHALT |
Location Description | VENTURA COUNTY IN AND NEAR OJAI FROM BURNHAM ROAD TO GORHAM ROAD |
QA Service Level | 1 (Verified on 06/26/2023) |
Sample Information
Sample Taken Date | 12/07/2023 | Sample Unique Key | 13 |
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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 | 12/07/2023 |
Sample type | Department Acceptance | A brief description of the sample | Aggregate Base |
The quantity of what the sample constitutes | 6 sq. yd. Approx. | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Philip | Last name of sampler or witnessed by | Maquiran |
Title of sampler | MREA | Telephone number of sampler | (213) 358-1518 |
Laboratory sample identification | 23-2162 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | CA Rasmussen Inc. | 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 | |
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The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at Aggregate Base | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-12-07-13
DIME Test ID: 2023-12-07-13-2
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: 2023-12-10
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 12/07/2023
In-place wet density: 2.08
Highest adjust wet density: 2.17
% Moisture: 10.6 %
Optimum Moisture: 12.6 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/10/2023 ✔