Summary for Test 2025-04-30-53-8
Test performed: CTM 202-November 2011
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Project Information
| Project Identifiers | Project ID: 210160 DEA: 101E2204 EFIS: 1015000011 COOP: 10439 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-580-13.3/13.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Widen existing road under I-580 to accommodate ramp widening and additional left turn lanes . Proposes to replace existing two lane bridge over the adjacent California Aqueduct on the east side of the Interchange and add two additional lanes |
| Location Description | Between I-580 and Old Schulte Road |
| QA Service Level | 2 (Verified on 01/30/2015) |
Sample Information
| Sample Taken Date | 04/30/2025 | Sample Unique Key | 53 |
|---|---|---|---|
| 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 | 05/01/2025 |
| Sample type | Quality Control | A brief description of the sample | 1x4 Aggregates |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Mohsen | Last name of sampler or witnessed by | Noshad |
| Title of sampler | Field Technician | Telephone number of sampler | |
| Laboratory sample identification | 289285 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Cemex Tracy | 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) | Batch plant |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Cemex Tracy | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Batch Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | 1616182 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-04-30-53
DIME Test ID: 2025-04-30-53-8
Testing Lab: Construction Testing Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-05-20
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Michael Mahurin
Date of test: 05/16/2025
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 99.6 % | ||||||
| 91.2 % | ||||||
| 54 % | ||||||
| 28.5 % | ||||||
| 2.6 % | ||||||
| 1.5 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/20/2025 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.