Summary for Test 2020-02-07-14-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214710 DEA: 051J4704 EFIS: 0517000184 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-135-17.3/17.6 |
| Award Date | 05/27/2021 |
| Closeout Date | 08/17/2022 |
| Work Description | BUNNY AVENUE AND NORTH BROADWAY PED IMPROVEMENTS |
| Location Description | SANTA BARBARA COUNTY IN SANTA MARIA AT BUNNY AVENUE AND FROM ROEMER WAY TO PREISKER LANE |
| QA Service Level | 1 (Verified on 02/20/2020) |
Sample Information
| Sample Taken Date | 02/07/2020 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 02/07/2020 |
| Sample type | Preliminary | A brief description of the sample | Native Basement Soil |
| The quantity of what the sample constitutes | Unknown | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jacob | Last name of sampler or witnessed by | Berven |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D5 20-D-009 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Existing | 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 | Unknown |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | 3 to 5 feet depth |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
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DIME Sample ID: 2020-02-07-14
DIME Test ID: 2020-02-07-14-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-02-18
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Daniel Gingras
Date of test: 02/12/2020
| Individual Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 0.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 380.3 grams | 95 % | |||||
| 160.4 grams | 93 % | |||||
| 349.4 grams | 88.4 % | |||||
| 243.8 grams | 85 % | |||||
| 515.8 grams | 79 % | |||||
| 35.0 grams | 74 % | |||||
| 44.4 grams | 67 % | |||||
| 74.8 grams | 55 % | |||||
| 123.4 grams | 36 % | |||||
| 138.9 grams | 15 % | |||||
| 34.2 grams | 9 % | |||||
| 59.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/18/2020 ✔