Summary for Test 2025-02-05-6-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000320 DEA: 11430324 EFIS: 1118000102 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-14.6/23.7 |
| Award Date | 08/23/2024 |
| Closeout Date | Not set |
| Work Description | MODIFY ELECTRICAL, CONCRETE PAVEMENT, DRAINAGE AND SIGNS. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM ROUTE 805/15 SEPARATION TO 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION |
| QA Service Level | 1 (Verified on 09/09/2024) |
Sample Information
| Sample Taken Date | 02/05/2025 | 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 | 02/05/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Aggs |
| The quantity of what the sample constitutes | 3 bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | McCovy |
| Title of sampler | Telephone number of sampler | 6193722435 | |
| Laboratory sample identification | 1701-S | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Robertson's Miramar | 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 | Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | RRM23117 | Lot number | |
| Sublot number | Aggregate Mix Number | RRM23117 |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2025-02-3: PCC Aggregates (Size 1"): Miscellaneous Concrete - Sieve Analysis | 2 | 2025-02-05-6-2 |
Test Details
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DIME Sample ID: 2025-02-05-6
DIME Test ID: 2025-02-05-6-2
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: 2025-02-14
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: 02/14/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1943 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 % | |||||
| 172.0 grams | 91 % | |||||
| 1710.0 grams | 12 % | |||||
| 220.3 grams | ||||||
| 140.5 grams | 4 % | |||||
| 162.4 grams | 3 % | |||||
| 172.4 grams | 3 % | |||||
| 183.3 grams | 2 % | |||||
| 183.5 grams | 2 % | |||||
| 195.3 grams | 1 % | |||||
General comments (publicly viewable) (Max 1000 characters): 3/8" Gradation
Test was verified on 2/14/2025 ✔