Summary for Test 2023-05-10-12-1
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 | 05/10/2023 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 05/10/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1 x 4 PCC Aggregate |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Plant Tech | Last name of sampler or witnessed by | Not mentioned name |
| Title of sampler | QC Technician | Telephone number of sampler | |
| Laboratory sample identification | Con_23_401 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Central Concrete Martinez | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-01-0010 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Coarse Aggregate | The fabricator/manufacturer designation for the sample | Batch |
| The plant number | A detailed description of where the material sample was collected | belt cut | |
| Where the material sample would have been placed if not sampled | barrier | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | D20115EA | Lot number | |
| Sublot number | Aggregate Mix Number | D20115EA |
Test Details
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DIME Sample ID: 2023-05-10-12
DIME Test ID: 2023-05-10-12-1
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: 2023-05-12
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Treavor Law
Date of test: 05/11/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 7740 grams | ||||||
| 0 grams | 100 % | |||||
| 40 grams | 99 % | |||||
| 540 grams | 93 % | |||||
| 4295 grams | 45 % | |||||
| 6035 grams | 22 % | |||||
| 7515 grams | 3 % | |||||
| 7670 grams | 1 % | |||||
| 7700 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/12/2023 ✔