Summary for Test 2023-03-06-15-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-R28.6/37.5 |
| Award Date | 09/24/2021 |
| Closeout Date | 11/03/2025 |
| Work Description | REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT |
| Location Description | SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 03/06/2023 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 03/06/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | 5100SQF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | ALBERTO | Last name of sampler or witnessed by | GONZALEZ |
| Title of sampler | Caltrans Consultant | Telephone number of sampler | |
| Laboratory sample identification | 03062023 TEST 01 | 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 | Bid Item | Not set |
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 | AT THE JOBSITE | |
| Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-03-06-15
DIME Test ID: 2023-03-06-15-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-03-08
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: tony price
Date of test: 03/06/2023
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 0 % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 82 % | ||||||
| 0 % | ||||||
| 31 % | ||||||
| 7 % | ||||||
| 3 % | ||||||
| 61 % | ||||||
| 38 % | ||||||
| 16 % | ||||||
| 6 % | ||||||
| 3 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/8/2023 ✔
