Summary for Test 2024-01-25-54-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 994327 DEA: 081G4704 EFIS: 0816000001 |
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DIST-CO-RTE-PM | 08-RIV-74-3.1/53.5 |
Award Date | 01/02/2023 |
Closeout Date | Not set |
Work Description | STRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM. |
Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE. |
QA Service Level | 1 (Verified on 06/08/2023) |
Sample Information
Sample Taken Date | 01/25/2024 | Sample Unique Key | 54 |
---|---|---|---|
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 | 01/16/2024 |
Sample type | Department Acceptance | A brief description of the sample | AggBase Structural Backfill |
The quantity of what the sample constitutes | 18.9 kg | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Abd | Last name of sampler or witnessed by | Osseily |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | CTM 231 TEST LOCATION | 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 | |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Abutment 1 - East Boundary of Strawberry Creek Bridge Sta 342+00 - 342+08 | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2024-01-25-54
DIME Test ID: 2024-01-25-54-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Test Release Date: 2024-04-05
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Abd Osseily
Date of test: 01/25/2024
Sum of Count or Density: 1347.00 g/cc
Average of Count or Density: 449.00 g/cc
Sum of Moisture Count: 643.00 g/cc
Average of Moisture Count: 214.00 g/cc
Count Ratio Density: 0.25
Count Ratio Moisture: 0.30
Calculated Percent Relative Compaction: 94.8 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): Density Spec 95%
Test was verified on 4/5/2024 ✔