Summary for Test 2019-11-06-15-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 212244 DEA: 044G8404 EFIS: 0413000051 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-128-20.1/20.4 |
| Award Date | 02/19/2019 |
| Closeout Date | 06/27/2023 |
| Work Description | REPLACE CAPELL CREEK BRIDGE |
| Location Description | NAPA COUNTY ABOUT 15 MILES EAST OF RUTHERFORD FROM 1.1 MILES EAST OF KNOXVILLE ROAD TO 0.3 MILE WEST OF CAPELL VALLEY CREST |
| QA Service Level | 1 (Verified on 05/20/2017) |
Sample Information
| Sample Taken Date | 11/06/2019 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 12/13/2019 |
| Sample type | Annual Source Testing | A brief description of the sample | 1 x #4 Aggregates |
| The quantity of what the sample constitutes | 10 Bags | From where was the sample collected | Distributor |
| First name of sampler or witnessed by | Zantino | Last name of sampler or witnessed by | Ochoa |
| Title of sampler | Caltrans Consultant | Telephone number of sampler | 510-472-7109 |
| Laboratory sample identification | Con_19_789 | Linked DIME Sample ID | NA |
| The fabricator/manufacturer/facility name | Granite Capay | Transportation Laboratory (TL) Number | C859592 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | NA | Structure unique identifier | 28-Napa |
| Structure name | NA |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-57-0014::CAPAY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 2020 PCC Source Testing | The fabricator/manufacturer designation for the sample | NA |
| The plant number | NA | A detailed description of where the material sample was collected | Stockpile @ Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | NA | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-11-06-15
DIME Test ID: 2019-11-06-15-1
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: 2019-12-20
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: Zantino Ochoa
Date of test: 12/04/2019
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 15100 grams | ||||||
| 0 grams | 100 % | |||||
| 30 grams | 100 % | |||||
| 2220 grams | 85 % | |||||
| 10145 grams | 33 % | |||||
| 13520 grams | 10 % | |||||
| 14890 grams | 1 % | |||||
| 14960 grams | 1 % | |||||
| 15100 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/20/2019 ✔