Summary for Test 2023-05-27-1-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 7730 DEA: 024C9604 EFIS: 0200000487 |
---|---|
DIST-CO-RTE-PM | 02-TRI-3-7.1/8.3 |
Award Date | 12/06/2012 |
Closeout Date | 01/02/2015 |
Work Description | WIDEN SHOULDERS FOR BIKE LANE AND DRAINAGE MODIFICATIONS |
Location Description | TRINITY COUNTY AT HAYFORK FROM MAIN STREET TO 0.1 MILE NORTH OF FOREST AVENUE |
QA Service Level | 1 (Verified on 12/17/2012) |
Sample Information
Sample Taken Date | 05/27/2023 | Sample Unique Key | 1 |
---|---|---|---|
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 | 05/30/2023 |
Sample type | Per Request | A brief description of the sample | 2 bags of Soil for use in DPPIA |
The quantity of what the sample constitutes | Roadside Material Sample № 1 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Karl | Last name of sampler or witnessed by | Harris |
Title of sampler | TE | Telephone number of sampler | |
Laboratory sample identification | D79251 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 898191 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | 02-TRI-3-6.35, approx. 1 foot depth | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-05-27-1
DIME Test ID: 2023-05-27-1-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-06-03
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 06/02/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
23557 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
1432 grams | 94 % | |||||
2117 grams | 91 % | |||||
3068 grams | 87 % | |||||
3978 grams | 83 % | |||||
5396 grams | 77 % | |||||
6333 grams | 73 % | |||||
8793 grams | 63 % | |||||
493.7 grams | ||||||
68.9 grams | 54 % | |||||
133.3 grams | 46 % | |||||
197.1 grams | 38 % | |||||
279.2 grams | 27 % | |||||
360.6 grams | 17 % | |||||
402.2 grams | 12 % |
General comments (publicly viewable) (Max 1000 characters): P2½"=100.%,
P2"=94%,
P1½"=91%,
P1"=87%,
P¾"=83%,
P½"=77%,
P⅜"=73%,
P¼"=67%,
P№4=63%,
P№8=54%,
P№16=46%,
P№30=38%,
P№50=27%,
P№100=17%,
P№200=12%
Test was verified on 6/3/2023 ✔