Summary for Test 2022-04-15-3-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award DateNot set
Closeout DateNot set
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date04/15/2022 Sample Unique Key3
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 testing04/15/2022
Sample typeAcceptance A brief description of the sampleSubgrade
The quantity of what the sample constitutes360 SF From where was the sample collectedJob Site
First name of sampler or witnessed byMichelangelo Last name of sampler or witnessed bySese
Title of samplerTET Telephone number of sampler310-345-6204
Laboratory sample identification22-0818 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNA 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 sampleSubgrade
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedVarious locations
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-04-15-3
DIME Test ID: 2022-04-15-3-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-04-15

Test Results


Is oversize material: Yes
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 04/15/2022
In-place wet density: 2.22
Percentage passing 3/4 in. sieve: 83 %
Percentage retained on 3/4 in. sieve: 17 %
Specific gravity of material passing 3/4 in. sieve: 2.22
Specific gravity of material retained on 3/4 in. sieve: 2.63 %
% Moisture: 6.1 %
Optimum Moisture: no data
Coefficient for 3/4 in. aggregate: 1.00
Corrected density: 2.28
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/15/2022