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 |
|---|---|---|---|
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 ✔