Summary for Test 2026-09-17-51-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1002407 DEA: 061H9304 EFIS: 0625000101 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-40.0/42.9, 52.8/62.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | I-5 BUTTONWILLOW PAVEMENT REHAB (PM 40.0/42.9, 52.8/62.6): COLD PLANE, RHMA-G (BWC), HMA (TYPE A), PANEL REPLACEMENT, SHOULDER BACKING, RUMBLE STRIP, THERMO STRIPING, SIGNS, MODIFY TMS |
| Location Description | CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY IN AND NEAR BUTTONWILLOW FROM 1.2 MILES SOUTH OF ROUTE 5/43 SEPARATION TO 0.1 MILE SOUTH OF KERN RIVER UTILITY ROAD OVERCROSING AND FROM 0.7 MILE NORTH OF ROUTE 5/58 SEPARATION TO LERDO AVENUE OVERCROSING |
| QA Service Level | 1 (Verified on 07/13/2026) |
Sample Information
| Sample Taken Date | 09/17/2026 | Sample Unique Key | 51 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/21/2026 | Sample type | Acceptance |
| A brief description of the sample | Shoulder Backing | The quantity of what the sample constitutes | 1 bags of shoulder backing material |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | QC |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Solari Plant | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3957523 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | RAP |
|---|---|---|---|
| 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: 2026-09-17-51
DIME Test ID: 2026-09-17-51-1
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: 2026-09-21
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: 09/21/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 9080 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 281.0 grams | 97 % | |||||
| 2717.0 grams | 70 % | |||||
| 3186.0 grams | 65 % | |||||
| 3870.0 grams | 57 % | |||||
| 493 grams | ||||||
| 86.3 grams | 47 % | |||||
| 156.3 grams | 39 % | |||||
| 235.1 grams | 30 % | |||||
| 305.6 grams | 22 % | |||||
| 358.0 grams | 16 % | |||||
| 395.0 grams | 11.3 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1H9304_37011_260917_Shoulderbacking | 96.27 KB | 09/21/2026 | 2026-09-17-51-1 | Info |
Test was verified on 9/21/2026 ✔