Summary for Test 2017-11-28-4-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 212962 DEA: 100W6204 EFIS: 1012000020 |
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DIST-CO-RTE-PM | 10-MER-5-0.4/0.9 |
Award Date | 01/23/2020 |
Closeout Date | 10/21/2022 |
Work Description | Erreca Rest Area Wastewater System |
Location Description | Not set |
QA Service Level | 1 (Verified on 03/13/2020) |
Sample Information
Sample Taken Date | 11/28/2017 | Sample Unique Key | 4 |
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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 | 12/13/2017 |
Sample type | Preliminary | A brief description of the sample | Soil |
The quantity of what the sample constitutes | 1 Bucket | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Mark | Last name of sampler or witnessed by | Hagy |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | 17SOIL-0371 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C835558 |
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 |
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The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | Borings A-17-001, -002, -003 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2017-11-28-4
DIME Test ID: 2017-11-28-4-1
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: 2017-12-18
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse 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: Measured
Tester's full name: Benjamin Lenz
Date of test: 12/18/2017
Total mass of material in the sample: 12733 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 31 grams
Cumulative mass retained on the 3/4 in. sieve: 84 grams
Cumulative mass retained on the 1/2 in. sieve: 137 grams
Cumulative mass retained on the 3/8 in. sieve: 208 grams
Cumulative mass retained on the #4 sieve: 847 grams
Cumulative mass retained on the #8 sieve: 847 grams
Cumulative mass retained on the pan: 12733 grams
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 99 %
Cumulative percent passing the 3/8 in. sieve: 98 %
Cumulative percent passing the #4 sieve: 93 %
Cumulative percent passing the #8 sieve: 93 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/18/2017 ✔