Summary for Test 2014-11-14-4-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 208852 DEA: 040A5344 EFIS: 0400021131 COOP: 042491 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80,80-R11.4/13.0 |
| Award Date | 03/19/2014 |
| Closeout Date | 10/12/2018 |
| Work Description | REALIGN I-680 TO CONNECT DIRECTLY WITH THE I-80/SR-12 INTERCHANGE. |
| Location Description | IN SOLANO COUNTY NEAR FAIRFIELD. |
| QA Service Level | 1 (Verified on 10/17/2013) |
Sample Information
| Sample Taken Date | 11/14/2014 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/17/2014 | Sample type | Department Acceptance |
| A brief description of the sample | MSE | The quantity of what the sample constitutes | 1 Bag |
| From where was the sample collected | Source | First name of sampler or witnessed by | Ryan |
| Last name of sampler or witnessed by | Stilte | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | 14MSE-0361 C874544 |
| Linked DIME Sample ID | 0 | The fabricator/manufacturer/facility name | Location 5 6 8 |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Split 4 | A detailed description of where the material sample was collected | Stockpile 5 ft |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2014-11-14-4
DIME Test ID: 2014-11-14-4-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2014-11-18
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 11/18/2014
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 89 % | ||||||
| 72 % | ||||||
| 55 % | ||||||
| 47 % | ||||||
| 32 % | ||||||
| 20 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/18/2014 ✔
