Summary for Test 2023-03-07-3-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993482 DEA: 060V2804 EFIS: 0616000124 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-184-L0.9/L1.1 |
| Award Date | 02/24/2022 |
| Closeout Date | 02/26/2024 |
| Work Description | PLACE HMA AND MINOR CONCRETE, REPLACE ELECTRICAL & LIGHTING SYSTEMS. |
| Location Description | KERN COUNTY NEAR LAMONT FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF SUNSET BOULEVARD |
| QA Service Level | 1 (Verified on 01/03/2022) |
Sample Information
| Sample Taken Date | 03/07/2023 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 03/07/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Class 2 AB Compaction |
| The quantity of what the sample constitutes | 40 lbs | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Watson |
| Title of sampler | Tester | Telephone number of sampler | 6615498281 |
| Laboratory sample identification | 33 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Sta 16+55.18 to 17+78.59 and sta 15+62.82 to 16+87.84 | 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Recycled base material |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | jobsite -test holes | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-03-07-3
DIME Test ID: 2023-03-07-3-1
Testing Lab: CT D06 - Bakersfield Field 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: 2023-03-07
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: James Watson
Date of test: 03/07/2023
Gage No.: 30699
Test No.: 33
Nuclear By: James Watson
Non-Bias Plan No.: 1 even
Depth: 8
Material No.: no data
Material Type: recycled Class 2 AB
Impact By: James Watson
Standard Count Density: 1942 g/cc
Count or Density 1: 958 g/cc
Count or Density 2: 969 g/cc
Count or Density 3: 959 g/cc
Standard Count Moisture: 630 g/cc
Moisture Count 1: 142 g/cc
Moisture Count 2: 143 g/cc
Moisture Count 3: 139 g/cc
Sum of Count or Density: 2886 g/cc
Average of Count or Density: 962 g/cc
Sum of Moisture Count: 424 g/cc
Average of Moisture Count: 141 g/cc
Count Ratio Density: 0.5
Count Ratio Moisture: 0.22
Calculated Percent Relative Compaction: 99.1 %
Reported Percent Relative Compaction: 99 %
General comments (publicly viewable) (Max 1000 characters): NE and NW bus pad area Sta 16+55.18 to 17+78.59 and 15+62.82 to 16+87.84 elevation .75ft BFG width 10 ft 8" probe
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0V2804_37016_230307_33 | 66.10 KB | 03/07/2023 | 2023-03-07-3-1 | Info |
Test was verified on 3/7/2023 ✔