Summary for Test 2026-04-28-5-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994901 DEA: 112T3434 EFIS: 1120000081 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-5.1/8.3 |
| Award Date | 01/29/2024 |
| Closeout Date | Not set |
| Work Description | SOUNDWALLS, WIDEN FREEWAY, STRUCTURES, LANDSCAPE AND ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN CHULA VISTA FROM PALOMAR STREET OVERCROSSING TO 0.5 MILE NORTH OF BONITA ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 03/21/2024) |
Sample Information
| Sample Taken Date | 04/28/2026 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 04/28/2026 |
| Sample type | Quality Assurance | A brief description of the sample | Structure Backfill |
| The quantity of what the sample constitutes | 1 Bag | From where was the sample collected | Job Site |
| 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 | Import | 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: 2026-04-28-5
DIME Test ID: 2026-04-28-5-2
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: 2026-04-30
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: Daniel Smith
Date of test: 04/30/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 14801 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 1025.0 grams | 93 % | |||||
| 1415.0 grams | 90 % | |||||
| 1916.0 grams | 87 % | |||||
| 3737.0 grams | 75 % | |||||
| 4744.0 grams | 68 % | |||||
| 6166.0 grams | 58 % | |||||
| 501.9 grams | ||||||
| 30.9 grams | 54 % | |||||
| 84.6 grams | 48 % | |||||
| 143.8 grams | 41 % | |||||
| 243.1 grams | 30 % | |||||
| 396.7 grams | 12 % | |||||
| 446.8 grams | 6.4 % | |||||
General comments (publicly viewable) (Max 1000 characters): Complies per Std Plans 22 page 283 Section 19 , Structure Backfill
Test was verified on 4/30/2026 ✔