Summary for Test 2023-04-12-9-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994078 DEA: 060X7604 EFIS: 0618000129 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-119-0.2/0.6 |
| Award Date | 09/26/2022 |
| Closeout Date | 04/08/2024 |
| Work Description | INSTALL LEFT-TURN CHANNELIZATIONS, CONSTRUCT WIDENING, RHMA OVERLAY. |
| Location Description | KERN COUNTY IN TAFT FROM 0.1 MILE NORTH OF GARDNER FIELD ROAD TO 0.5 MILE SOUTH OF ASH STREET |
| QA Service Level | 1 (Verified on 07/11/2022) |
Sample Information
| Sample Taken Date | 04/12/2023 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 04/12/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 3 bags of Class 2 AB | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Bernard | Last name of sampler or witnessed by | Guinto |
| Title of sampler | Inspector | Telephone number of sampler | 6613324272 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | jobsite Rte 119 | 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 | 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 | jobsite sta 48 | |
| 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: 2023-04-12-9
DIME Test ID: 2023-04-12-9-1
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: 2023-04-12
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 04/12/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 10201.5 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 160.5 grams | 98 % | |||||
| 2745.0 grams | 73 % | |||||
| 4072.5 grams | 60 % | |||||
| 6111.0 grams | 40 % | |||||
| 484.3 grams | ||||||
| 84.5 grams | 33 % | |||||
| 148.9 grams | 28 % | |||||
| 231.2 grams | 21 % | |||||
| 318.4 grams | 14 % | |||||
| 379.2 grams | 9 % | |||||
| 412.7 grams | 6 % | |||||
General comments (publicly viewable) (Max 1000 characters): Sta 48+00 lot 1 sl 3 @ 277.01 tons
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X7604_37025_230412_2 | xls | 41.50 KB | 04/12/2023 | 2023-04-12-9-1 | Info |
Test was verified on 4/12/2023 ✔