Summary for Test 2023-05-11-71-1
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 | 71 |
|---|---|---|---|
| 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 | 05/12/2023 |
| 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 | (707) 580-4429 |
| Laboratory sample identification | Con_23_445 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | O C Jones and Sons Inc. | Transportation Laboratory (TL) Number | C744002 |
| 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) | 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
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: 2023-05-11-71
DIME Test ID: 2023-05-11-71-1
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
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 8570 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 255.0 grams | 97 % | |||||
| 690.0 grams | 92 % | |||||
| 2,180.0 grams | 75 % | |||||
| 3,160.0 grams | 63 % | |||||
| 5,305.0 grams | 38 % | |||||
| 522 grams | ||||||
| 182.0 grams | 25 % | |||||
| 310.0 grams | 15 % | |||||
| 394.0 grams | 9 % | |||||
| 457.0 grams | 5 % | |||||
| 491.0 grams | 2 % | |||||
| 503.0 grams | 1 % | |||||
General comments (publicly viewable) (Max 1000 characters): ASB Class 4
Test was verified on 5/19/2023 ✔