Test 2016-01-26-9-1 (CTM 202-November 2011) Summary
Project Information
| Project Identifiers | Project ID: 208714 DEA: 08043514 EFIS: 0800000010 | ||
|---|---|---|---|
| DIST-CO-RTE-PM | 08-SBD-58-R22.2/R31.1 | ||
| 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. | ||
Sample Information
| Sample Taken Date | 1/26/2016 | 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 | 1/27/2016 |
| Sample type | 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 | Laboratory sample identification | 6026B |
| 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 |
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
DIME Sample ID: 2016-01-26-9
DIME Test ID: 2016-01-26-9-1
Testing Lab: CT - 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
Input Type: Calculated
Tester's full name: Ali Rehman
Date of test: 08/12/2016
Cumulative percent passing the 3/8 in. sieve:100 %
Cumulative percent passing the #4 sieve:93 %
Cumulative percent passing the #8 sieve:74 %
Cumulative percent passing the #16 sieve:58 %
Cumulative percent passing the #30 sieve:41 %
Cumulative percent passing the #50 sieve:27 %
Cumulative percent passing the #100 sieve:17 %
Cumulative percent passing the #200 sieve:12 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 05/30/2019 ✔