Summary for Test 2019-12-11-59-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214665 DEA: 081G5504 EFIS: 0816000035 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R28.9 |
| Award Date | 03/09/2021 |
| Closeout Date | 01/18/2022 |
| Work Description | REPLACE WEIGH-IN-MOTION SYSTEM WITH HIGH SPEED WEIGH-IN-MOTION SYSTEM. |
| Location Description | SAN BERNARDINO COUNTY NEAR NEWBERRY SPRINGS AT 3.6 MILES WEST OF HECTOR ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 12/11/2019 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 12/12/2019 |
| Sample type | Preliminary | A brief description of the sample | SUBGRADE |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | JOSE | Last name of sampler or witnessed by | GUZMAN |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | 8982 | Linked DIME Sample ID | 2019-12-11-59 |
| The fabricator/manufacturer/facility name | NATIVE SOIL | Transportation Laboratory (TL) Number | C936654 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | EB 40 PM 29 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | ONSITE |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
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DIME Sample ID: 2019-12-11-59
DIME Test ID: 2019-12-11-59-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-03-12
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: KIET PHAN
Date of test: 12/13/2019
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 96 % | ||||||
| 95 % | ||||||
| 85 % | ||||||
| 80 % | ||||||
| 66 % | ||||||
| 51 % | ||||||
| 41 % | ||||||
| 31 % | ||||||
| 23 % | ||||||
| 16 % | ||||||
| 11 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/12/2020 ✔