Summary for Test 2025-05-23-23-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000683 DEA: 11056404 EFIS: 1124000359 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-11-0.6/2.7 |
| Award Date | 12/20/2024 |
| Closeout Date | Not set |
| Work Description | PERFORM GRADING, CONSTRUCT DRAINAGE FACILITIES, SIGNS AND STRIPING. |
| Location Description | SAN DIEGO COUNTY NEAR SAN DIEGO FROM 0.2 MILE WEST OF SANYO AVENUE UNDERCROSSING TO 0.2 MILE EAST OF SIEMPRE VIVA ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 01/17/2025) |
Sample Information
| Sample Taken Date | 05/23/2025 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 05/23/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Plant Sample |
| The quantity of what the sample constitutes | 3 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Gerardo | Last name of sampler or witnessed by | Cordero |
| Title of sampler | TET | Telephone number of sampler | 6199366795 |
| Laboratory sample identification | 25-05-23-23-S | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Associated Otay | 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Not Provided |
|---|---|---|---|
| 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 | Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | 558037 | Lot number | |
| Sublot number | Aggregate Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2025-06-11: PCC Aggregates (Size 1"): Sieve Analysis | 1 | 2025-05-23-23-1 |
Test Details
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DIME Sample ID: 2025-05-23-23
DIME Test ID: 2025-05-23-23-1
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: 2025-06-17
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: 06/09/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 10307 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 125.0 grams | 99 % | |||||
| 1772.0 grams | 83 % | |||||
| 6153.0 grams | 40 % | |||||
| 8625.0 grams | 16 % | |||||
| 10055.0 grams | 2 % | |||||
| 220 grams | ||||||
| 18.0 grams | 2 % | |||||
| 37.0 grams | 2 % | |||||
| 59.7 grams | 1 % | |||||
| 86.9 grams | 1 % | |||||
| 108.2 grams | 1 % | |||||
| 118.4 grams | 1 % | |||||
General comments (publicly viewable) (Max 1000 characters): N/A
Test was verified on 6/17/2025 ✔