Summary for Test 2014-11-14-3-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 208852 DEA: 040A5344 EFIS: 0400021131 COOP: 042491 |
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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 | 3 |
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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 | 11/18/2014 |
Sample type | 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-0360 C874543 | Linked DIME Sample ID | 0 |
The fabricator/manufacturer/facility name | Split 3 | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
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The fabricator/manufacturer designation for the sample | Split 3 | 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: 2014-11-14-3
DIME Test ID: 2014-11-14-3-1
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
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 85 %
Cumulative percent passing the 3/4 in. sieve: 70 %
Cumulative percent passing the 1/2 in. sieve: 52 %
Cumulative percent passing the 3/8 in. sieve: 42 %
Cumulative percent passing the #4 sieve: 27 %
Cumulative percent passing the #8 sieve: 64 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/18/2014 ✔