Summary for Test 2019-10-17-16-6

Test performed: ASTM D4829-11

Project Information

Project IdentifiersProject ID: 214706
DEA: 120M8204
EFIS: 1214000041
DIST-CO-RTE-PM12-ORA-1-7.9/10.5
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 12/10/2020)

Sample Information

Sample Taken Date10/17/2019 Sample Unique Key16
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 testing10/29/2019
Sample typePreliminary A brief description of the sampleSOIL SAMPLE OF SUBGRADE 2'-4' DEPTH
The quantity of what the sample constitutes1 BAG From where was the sample collectedJob Site
First name of sampler or witnessed byJOSE Last name of sampler or witnessed byMENDEZ
Title of samplerTET Telephone number of sampler
Laboratory sample identification8771 Linked DIME Sample ID2019-10-17-16
The fabricator/manufacturer/facility nameNATIVE SOIL Transportation Laboratory (TL) NumberC936702
Inspector Lot Number from the Transportation Laboratory (TL) FormMB-07 Structure unique identifier
Structure name

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedSR-01 PCH MB-07
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-10-17-16
DIME Test ID: 2019-10-17-16-6
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM D4829-11: Standard Test Method for Expansion Index of Soils
Test Release Date: 2020-03-18

Test Results


Unit system used?: US Units
Input Type: Calculated
Tester's full name: MICHEAL MAGANA
Date of test: 11/07/2019
Initial height of the specimen: 1 inch
Initial water content: 8.5 %
Initial dry unit weight of the specimen: 115.1 lbf/ft^3
Initial dial reading: 0.012 inch
Final dial reading: 0.012 inch
Final water content: 14.4 %
Specific gravity: 3
Unit weight of water: 62 lbf/ft^3
Soil sample depth, boring number: MB-07
Any special selection and prepartion process: no data
Initial degree of saturation: 49.474 %
Expansion index (EI): 0
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/18/2020