Summary for Test 2026-07-10-12-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000510 DEA: 060W79U4 EFIS: 0622000189 |
|---|---|
| DIST-CO-RTE-PM | 06-KER,TUL-99-56.4/57.6,0.0/13.5 |
| Award Date | 04/10/2025 |
| Closeout Date | Not set |
| Work Description | RDWY EXC, HMA, AGGREGATE BASE, CRCP, SIGN STR, AND STR EXC. |
| Location Description | KERN AND TULARE COUNTIES IN AND NEAR DELANO FROM 0.2 MILE SOUTH OF CECIL AVENUE OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 100 OVERCROSSING |
| QA Service Level | 1 (Verified on 08/26/2024) |
Sample Information
| Sample Taken Date | 07/10/2026 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 07/10/2026 |
| Sample type | Acceptance | A brief description of the sample | Class 2 Aggregate Base |
| The quantity of what the sample constitutes | Class 2 AB | 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 | Onsite Plant | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3906192 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | onsite plant- SPCI |
|---|---|---|---|
| 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 in the field. | |
| 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: 2026-07-10-12
DIME Test ID: 2026-07-10-12-2
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: 2026-07-10
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: 07/10/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 10925.5 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 120.5 grams | 99 % | |||||
| 1548.0 grams | 86 % | |||||
| 2664.5 grams | 76 % | |||||
| 5014.0 grams | 54 % | |||||
| 483.6 grams | ||||||
| 143.1 grams | 38 % | |||||
| 223.3 grams | 29 % | |||||
| 292.0 grams | 21 % | |||||
| 347.9 grams | 15 % | |||||
| 389.9 grams | 10 % | |||||
| 414.5 grams | 7.7 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0W79U4_37046_260710_Cl2AB | 100.25 KB | 07/10/2026 | 2026-07-10-12-2 | Info |
Test was verified on 7/10/2026 ✔