Test 2015-10-31-2-1 (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 | 10/31/2015 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 11/4/2015 |
| Sample type | Acceptance | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Kennedy | Last name of sampler or witnessed by | EuBany |
| Title of sampler | Tester | Laboratory sample identification | 5272B |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C937013 |
| 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 | A 1 Mainline EB east of Lenwood Rd Sta 1638 00 |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2015-10-31-2
DIME Test ID: 2015-10-31-2-1
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: 2015-11-16
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Danilo Ferrer
Date of test: 11/06/2015
Cumulative percent passing the 3 in. sieve:100 %
Cumulative percent passing the 2 1/2 in. sieve:100 %
Cumulative percent passing the 2 in. sieve:100 %
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:100 %
Cumulative percent passing the 3/4 in. sieve:100 %
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:100 %
Cumulative percent passing the #4 sieve:96 %
Cumulative percent passing the #8 sieve:81 %
Cumulative percent passing the #16 sieve:60 %
Cumulative percent passing the #30 sieve:39 %
Cumulative percent passing the #50 sieve:24 %
Cumulative percent passing the #100 sieve:15 %
Cumulative percent passing the #200 sieve:12 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/16/2015 ✔