Summary for Test 2023-05-11-72-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215396 DEA: 042K8404 EFIS: 0417000031 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-29,80-0.0,0.8/1.6 |
| Award Date | 03/26/2021 |
| Closeout Date | 02/16/2024 |
| Work Description | HMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR. |
| Location Description | SOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 01/25/2021) |
Sample Information
| Sample Taken Date | 05/11/2023 | Sample Unique Key | 72 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/12/2023 | Sample type | Quality Assurance |
| A brief description of the sample | ASB Class 4 | The quantity of what the sample constitutes | 4 bags |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Noel |
| Last name of sampler or witnessed by | Aquino | Title of sampler | Resident Engineer |
| Telephone number of sampler | 7075804429 | Laboratory sample identification | Con_23_446 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | O C Jones and Sons Inc. | |
| Transportation Laboratory (TL) Number | C744003 | 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) | 00-00-0004 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | ASB Class 4 | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | stockpile @jobsite | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-05-11-72
DIME Test ID: 2023-05-11-72-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-05-19
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: Augusto Rios
Date of test: 05/19/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 7615 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 395.0 grams | 95 % | |||||
| 790.0 grams | 90 % | |||||
| 1755.0 grams | 77 % | |||||
| 2680.0 grams | 65 % | |||||
| 4845.0 grams | 36 % | |||||
| 484 grams | ||||||
| 166.0 grams | 24 % | |||||
| 276.0 grams | 15 % | |||||
| 342.0 grams | 11 % | |||||
| 400.0 grams | 6 % | |||||
| 438.0 grams | 3 % | |||||
| 457.0 grams | 2 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/19/2023 ✔