Summary for Test 2024-11-27-11-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 993527
DEA: 07327304
EFIS: 0716000126
DIST-CO-RTE-PM07-LA-103-0.1
Award Date04/21/2022
Closeout DateNot set
Work DescriptionINSTALL PUMP PLANT EQUIPMENT AND DRAINAGE SYSTEM.
Location DescriptionTHE CITY AND COUNTY OF LOS ANGELES AT HENRY FORD AVENUE OFF-RAMP
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date11/27/2024 Sample Unique Key11
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 testing11/27/2024
Sample typeQuality Assurance A brief description of the sampleStructural Backfill
The quantity of what the sample constitutes35.5 SY From where was the sample collectedJob Site
First name of sampler or witnessed byKristopher Last name of sampler or witnessed byMartinez
Title of samplerMaterials Tester Telephone number of sampler213-500-4518
Laboratory sample identification24-3694 Linked DIME Sample ID
The fabricator/manufacturer/facility nameN/A Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameNB 47 Exit No. 5 Pier A Way Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)N/A
The fabricator's/manufacturer's product name for the sampleStructural backfill The fabricator/manufacturer designation for the sampleCompaction testing
The plant number A detailed description of where the material sample was collectedJobsite
Where the material sample would have been placed if not sampledJobsite Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-11-27-11
DIME Test ID: 2024-11-27-11-1
Testing Lab: Alta Vista Solutions - Whittier
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: 2024-12-06

Test Results


Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Kristopher Martinez
Date of test: 11/27/2024
Gage No.: 33618
Test No.: 2
Nuclear By: Kristopher Martinez
Non-Bias Plan No.: 8
Depth: 12"
Material No.: Native
Material Type: Structural Backfill
Impact By: Kristopher Martinez
Standard Count Density: 1695 g/cc
Count or Density 1: 306 g/cc
Count or Density 2: 321 g/cc
Count or Density 3: 309 g/cc
Standard Count Moisture: 706 g/cc
Moisture Count 1: 98 g/cc
Moisture Count 2: 82 g/cc
Moisture Count 3: 91 g/cc
Sum of Count or Density: 936 g/cc
Average of Count or Density: 312 g/cc
Sum of Moisture Count: 271 g/cc
Average of Moisture Count: 90.33 g/cc
Calculated Percent Relative Compaction: 89.7 %
Reported Percent Relative Compaction: 90 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/6/2024