Summary for Test 2023-06-15-3-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994144 DEA: 060W15V4 EFIS: 0619000107 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-58,204-R53.4/R54.5,R0.0/4.6 |
| Award Date | 10/06/2022 |
| Closeout Date | Not set |
| Work Description | MODIFY SIGNAL AND LIGHTING SYSTEMS AND REPLACE CURB RAMPS. |
| Location Description | KERN COUNTY IN BAKERSFIELD ON ROUTE 58 FROM SOUTH H STREET OVERCROSSING TO ROUTE 204 AND ON ROUTE 204 FROM ROUTE 58/204 SEPARATION TO L STREET |
| QA Service Level | 1 (Verified on 07/28/2022) |
Sample Information
| Sample Taken Date | 06/15/2023 | 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 | 06/15/2023 |
| Sample type | Acceptance | A brief description of the sample | Class 2 AB |
| The quantity of what the sample constitutes | 1 bags class 2 AB | 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 | Materials Tester | Telephone number of sampler | 6615498281 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-15-0114 |
|---|---|---|---|
| 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 | windrow | |
| 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: 2023-06-15-3
DIME Test ID: 2023-06-15-3-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-06-15
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Kulwinder Rai
Date of test: 06/15/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 9689.1 grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 200 grams | 98 % | |||||
| 1070 grams | 89 % | |||||
| 1918 grams | 80 % | |||||
| 3940 grams | 59 % | |||||
| 492.7 grams | ||||||
| 117.9 grams | 45 % | |||||
| 216.6 grams | 33 % | |||||
| 306.2 grams | 22 % | |||||
| 379.4 grams | 14 % | |||||
| 428.2 grams | 8 % | |||||
| 453.3 grams | 5 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0W15V4_3700_230614_1 | 29.18 KB | 06/15/2023 | 2023-06-15-3-1 | Info |
Test was verified on 6/15/2023 ✔