Summary for Test 2023-07-22-7-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994803
DEA: 043J0704
EFIS: 0415000077
DIST-CO-RTE-PM04-CC-80-10.1/13.5
Award Date03/10/2023
Closeout Date10/06/2025
Work DescriptionRemove PCC and AC, place PCP and AC Resurfacing.
Location DescriptionConstruction on State Highway in Contra Costa County in Hercules and Crockett from Route 80/4 separation to 0.1 mile west of Crockett Viaduct.
QA Service Level1 (Verified on 05/10/2023)

Sample Information

Sample Taken Date07/22/2023 Sample Unique Key7
Date that the sample was received by the laboratory/organization performing the testing07/22/2023 Sample typeQuality Assurance
A brief description of the sampleExisting Subgrade The quantity of what the sample constitutes2 cyliners
From where was the sample collectedJob Site First name of sampler or witnessed byIgnacio
Last name of sampler or witnessed byArechiga Title of samplerConsultant Tester
Telephone number of sampler5102077252 Laboratory sample identificationRich_23_183
Linked DIME Sample ID The fabricator/manufacturer/facility nameRoadway
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameHwy 80
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 collectedSTA 5565
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-07-22-7
DIME Test ID: 2023-07-22-7-1
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-07-31

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: IGNACIO ARECHIGA
Date of test: 07/22/2023
In-place wet density: 2.04
Highest adjust wet density: 2.15
% Moisture: 15.0 %
Optimum Moisture: 15.0 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/31/2023 ✔