Summary for Test 2023-02-17-2-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-46-29.7/31.9 |
| Award Date | 01/08/2021 |
| Closeout Date | Not set |
| Work Description | CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE. |
| Location Description | KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD |
| QA Service Level | 1 (Verified on 06/17/2020) |
Sample Information
| Sample Taken Date | 02/17/2023 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 02/17/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Previous backfill material per section 19-3.02D |
| The quantity of what the sample constitutes | 1 bag sand (Pervious Backfill Material) | 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 | Material Tester | Telephone number of sampler | 6615498281 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Rte 46 jobsite | 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) | none |
|---|---|---|---|
| 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 | stockpile at jobsite | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-02-17-2
DIME Test ID: 2023-02-17-2-1
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: 2023-02-17
Test Results
What size aggregate is being tested?: Fine Aggregate
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: Inderjit Grewal
Date of test: 02/17/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 513.6 grams | ||||||
| 0 grams | 100 % | |||||
| 7 grams | 99 % | |||||
| 81.7 grams | 84 % | |||||
| 185.4 grams | 64 % | |||||
| 310.2 grams | 40 % | |||||
| 428 grams | 17 % | |||||
| 486.9 grams | 5 % | |||||
| 499.3 grams | 3 % | |||||
| 501.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): 19-3.02D Pervious Backfill Material stockpile sampled at jobsite per CTM 125
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 37_23_02_17 | 28.87 KB | 02/17/2023 | 2023-02-17-2-1 | Info |
Test was verified on 2/17/2023 ✔