Summary for Test 2026-03-05-7-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1001213 DEA: 11431644 EFIS: 1122000232 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-78-N17.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Cold plane, RHMA overlay, Concrete Barriers, Landscape and Electrical. |
| Location Description | IN SAN DIEGO COUNTY FROM ROUTE 78/5 SEPARATION TO 0.3 MILE EAST OF ESCONDIDO BOULEVARD UNDERCROSSING. |
| QA Service Level | 1 (Verified on 05/07/2025) |
Sample Information
| Sample Taken Date | 03/05/2026 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/05/2026 | Sample type | Quality Assurance |
| A brief description of the sample | Class 2 Base | The quantity of what the sample constitutes | 2 Buckets |
| From where was the sample collected | Source | First name of sampler or witnessed by | Daniel Paul |
| Last name of sampler or witnessed by | Smith | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JEB | |
| 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 | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-03-05-7
DIME Test ID: 2026-03-05-7-1
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-03-18
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: Shawn Rivers
Date of test: 03/09/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 5958 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 221.0 grams | 96 % | |||||
| 934.0 grams | 84 % | |||||
| 1437.0 grams | 76 % | |||||
| 2719.0 grams | 54 % | |||||
| 360 grams | ||||||
| 93.5 grams | 40 % | |||||
| 163.2 grams | 30 % | |||||
| 214.3 grams | 22 % | |||||
| 260.9 grams | 15 % | |||||
| 303.9 grams | 8 % | |||||
| 323.7 grams | 5.4 % | |||||
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 3/18/2026 ✔