Summary for Test 2023-02-20-9-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-R10.4/30.2 |
| Award Date | 01/18/2022 |
| Closeout Date | Not set |
| Work Description | Highway widening, overhead signs, and electronic toll system. |
| Location Description | In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing. |
| QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
| Sample Taken Date | 02/20/2023 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 03/02/2023 |
| Sample type | Annual Source Testing | A brief description of the sample | PCC 3/8" PEA GRAVEL |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Trenton | Last name of sampler or witnessed by | Crosse |
| Title of sampler | QCLab Manager | Telephone number of sampler | 9166079151 |
| Laboratory sample identification | Con_23_193 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Esparto | Transportation Laboratory (TL) Number | C727160 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Nick Hall | Structure unique identifier | |
| Structure name | N/A |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-57-0011 |
|---|---|---|---|
| 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 | Stockpile @ Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-02-20-9
DIME Test ID: 2023-02-20-9-1
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: 2023-03-22
Test Results
What size aggregate is being tested?: 0.375 in x No. 8 - 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: IGNACIO ARECHIGA
Date of test: 03/07/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2275 grams | ||||||
| 0 grams | 100 % | |||||
| 210 grams | 91 % | |||||
| 1835 grams | 19 % | |||||
| 2215 grams | 3 % | |||||
| 0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): CTM 227 CV .4 = 89
Test was verified on 3/22/2023 ✔