Summary for Test 2026-07-01-25-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1001651 DEA: 11431004 EFIS: 1119000214 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R49.3/R53.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | ADA CURB RAMPS AND REALIGNMENT OF MISSION AVE SB ON RAMP/NB OFF RAMP. |
| Location Description | SAN DIEGO COUNTY IN CARLSBAD AND OCEANSIDE FROM TAMARACK AVENUE OVERCROSSING TO MISSION AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 10/01/2025) |
Sample Information
| Sample Taken Date | 07/01/2026 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 07/01/2026 |
| Sample type | Quality Assurance | A brief description of the sample | Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Eddie | Last name of sampler or witnessed by | Bidinger |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Stockpile | 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 | Stockpile | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-07-01-25
DIME Test ID: 2026-07-01-25-1
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: 2026-07-23
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: Mohammad Abbassi
Date of test: 07/17/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 6521 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 722.0 grams | 89 % | |||||
| 1241.0 grams | 81 % | |||||
| 2450.0 grams | 62 % | |||||
| 505.8 grams | ||||||
| 104.5 grams | 49 % | |||||
| 199.1 grams | 38 % | |||||
| 284.7 grams | 27 % | |||||
| 372.5 grams | 16 % | |||||
| 424.9 grams | 10 % | |||||
| 450.6 grams | 6.8 % | |||||
General comments (publicly viewable) (Max 1000 characters): Does not comply
Test was verified on 7/23/2026 ✔