Summary for Test 2024-05-03-60-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 209820
DEA: 04297634
EFIS: 0415000040
COOP: 042548
DIST-CO-RTE-PM04-ALA-84,680-17.9/21
Award Date02/19/2021
Closeout DateNot set
Work DescriptionROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION.
Location DescriptionALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84
QA Service Level1 (Verified on 11/04/2019)

Sample Information

Sample Taken Date05/03/2024 Sample Unique Key60
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 testing05/03/2024
Sample typeQuality Assurance A brief description of the sampleStructure Backfill Material
The quantity of what the sample constitutes2600g From where was the sample collectedJob Site
First name of sampler or witnessed byCJ Last name of sampler or witnessed bySousa
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationSJ-050324-SBF1 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartin Marietta Sunol Plant 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 collectedHWY 680 SB ABUT. 1
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-05-03-60
DIME Test ID: 2024-05-03-60-1
Testing Lab: CT D04 - San Jose Construction Field Laboratory
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Test Release Date: 2024-05-28

Test Results


Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Charles Poolis
Date of test: 05/03/2024
Sum of Count or Density: 31130 g/cc
Average of Count or Density: 22255 g/cc
Sum of Moisture Count: 9527 g/cc
Average of Moisture Count: 2449 g/cc
Count Ratio Density: 0.72
Count Ratio Moisture: 0.26
Calculated Percent Relative Compaction: 94.8 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): Sta. 00+00 to Sta. 00+13

Test was verified on 5/28/2024