Summary for Test 2016-01-26-9-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 208714 DEA: 08043514 EFIS: 0800000010 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-58-R22.2/R31.1 |
| Award Date | 12/30/2014 |
| Closeout Date | 08/29/2018 |
| Work Description | REALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY |
| Location Description | HINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD. |
| QA Service Level | 1 (Verified on 03/22/2013) |
Sample Information
| Sample Taken Date | 01/26/2016 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/27/2016 | Sample type | Department Acceptance |
| A brief description of the sample | Sand Fill Material | The quantity of what the sample constitutes | 2 Bags |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Kennedy |
| Last name of sampler or witnessed by | Eubany | Title of sampler | Tester |
| Telephone number of sampler | Unknown | Laboratory sample identification | 6026B |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Robertsons Barstow |
| Transportation Laboratory (TL) Number | C 974937 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| 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 | Unknown | A detailed description of where the material sample was collected | Windrow at Sta 1488 00 Rte 58 A1 Mainline WB and EB EO Hinkley Rd |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
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DIME Sample ID: 2016-01-26-9
DIME Test ID: 2016-01-26-9-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-06-06
Test Results
What size aggregate is being tested?: Fine 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: Calculated
Tester's full name: Ali Rehman
Date of test: 08/12/2016
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 93 % | ||||||
| 74 % | ||||||
| 58 % | ||||||
| 41 % | ||||||
| 27 % | ||||||
| 17 % | ||||||
| 12 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/30/2019 ✔