Summary for Test 2025-06-20-6-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215620 DEA: 01436404 EFIS: 0100000193 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-35.8/36.5 |
| Award Date | 07/11/2022 |
| Closeout Date | Not set |
| Work Description | Dr. Fine Bridge Replacement |
| Location Description | DR. FINE BRIDGE REPLACEMENT FROM LAKE EARL DR TO S FRED D. HAIGHT DR ON HWY 101 ACROSS SMITH RIVER. |
| QA Service Level | 1 (Verified on 03/26/2021) |
Sample Information
| Sample Taken Date | 06/20/2025 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 06/20/2025 |
| Sample type | Quality Assurance | A brief description of the sample | washed #4 sand |
| The quantity of what the sample constitutes | 40 yrds | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | lee | Last name of sampler or witnessed by | renick |
| Title of sampler | TET | Telephone number of sampler | 7076665918 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Tidewater Starry pit | 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) | 91-08-0002 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Blow Sand/ Blend Sand | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Washed #4 "sand" back drug mini stock pile made by loader | |
| Where the material sample would have been placed if not sampled | PIER 5 | Primary Aggregate Nominal Size | fine |
| The concrete mix design number | SR- 3/8 MCB | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-06-20-6
DIME Test ID: 2025-06-20-6-2
Testing Lab: CT D01 - Crescent City Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-06-25
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: Lee Renick
Date of test: 06/25/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 5065.4 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 % | |||||
| 0.0 grams | 100 % | |||||
| 15.7 grams | 100 % | |||||
| 421.3 grams | 92 % | |||||
| 500.7 grams | ||||||
| 132.6 grams | 68 % | |||||
| 278.7 grams | 41 % | |||||
| 402.3 grams | 18 % | |||||
| 465.5 grams | 6 % | |||||
| 484.5 grams | 3 % | |||||
| 491.7 grams | 2 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/25/2025 ✔