Summary for Test 2021-10-22-15-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 213598
DEA: 051F75U4
EFIS: 0518000092
DIST-CO-RTE-PM05-MON-101-R36.9/47.7
Award Date01/16/2019
Closeout Date01/11/2024
Work DescriptionCRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location DescriptionMONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
QA Service Level1 (Verified on 10/11/2018)

Sample Information

Sample Taken Date10/22/2021 Sample Unique Key15
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 testing10/22/2021
Sample typeQuality Assurance A brief description of the sampleNative Subgrade
The quantity of what the sample constitutes250 yd^2 From where was the sample collectedJob Site
First name of sampler or witnessed byMathew Last name of sampler or witnessed bySpencer
Title of samplerTET Telephone number of sampler8057790845
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNative Material Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSoil 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 collectedNative Subgrade
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2021-10-22-15
DIME Test ID: 2021-10-22-15-1
Testing Lab: CT D05 - Big Sur Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2021-10-27

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Mathew Spencer
Date of test: 10/22/2021
In-place wet density: 2.00
Highest adjust wet density: 2
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): retest

Test was verified on 10/27/2021