Summary for Test 2024-09-09-39-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 215677
DEA: 044G0804
EFIS: 0412000332
COOP: 042676
DIST-CO-RTE-PM04-SOL-80-R10.4/30.2
Award Date01/18/2022
Closeout DateNot set
Work DescriptionHighway widening, overhead signs, and electronic toll system.
Location DescriptionIn Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
QA Service Level1 (Verified on 04/11/2022)

Sample Information

Sample Taken Date09/09/2024 Sample Unique Key39
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 testing09/09/2024
Sample typeQuality Assurance A brief description of the sampleClass 2 ASB
The quantity of what the sample constitutes167 CY From where was the sample collectedJob Site
First name of sampler or witnessed byDan Last name of sampler or witnessed byRingler
Title of samplerLab Technician Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNative Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

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 collectedfrom grade at job site
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-09-09-39
DIME Test ID: 2024-09-09-39-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-09-12

Test Results


Is oversize material: Yes
Input Type: Calculated
Tester's full name: Dan Ringler
Date of test: 09/09/2024
In-place wet density: 2.26
% Moisture: 10.2 %
Optimum Moisture: 14.0 %
Corrected density: 2.24
Relative compaction: 100
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/12/2024