Summary for Test 2017-01-13-8-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 212024 DEA: 010G7504 |
---|---|
DIST-CO-RTE-PM | 01-LAK-175-17.4/23.6 |
Award Date | 01/11/2017 |
Closeout Date | 04/12/2021 |
Work Description | Storm damage repairs |
Location Description | Not set |
QA Service Level | 1 (Verified on 04/14/2017) |
Sample Information
Sample Taken Date | 01/13/2017 | Sample Unique Key | 8 |
---|---|---|---|
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 | 02/01/2017 |
Sample type | Quality Control | A brief description of the sample | Foundation Soil |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Ali | Last name of sampler or witnessed by | Kaddoura |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | 17soil-0005 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | C634142 |
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-17-001 |
Where the material sample would have been placed if not sampled | 15_20 ft |
Test Details
DIME Sample ID: 2017-01-13-8
DIME Test ID: 2017-01-13-8-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2017-02-15
Test Results
What size aggregate is being tested?: Combined Gradation
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: Measured
Tester's full name: Benjamin Lenz
Date of test: 02/01/2017
Individual Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
13 grams | 99 % | |||||
18 grams | 97.7 % | |||||
21 grams | 96 % | |||||
79 grams | 90 % | |||||
54 grams | 82 % | |||||
0 grams | 82 % | |||||
0 grams | 82 % | |||||
0 grams | 82 % | |||||
0 grams | 82 % | |||||
0 grams | 82 % | |||||
546 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/8/2017 ✔