Summary for Test 2024-08-27-71-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 215220
DEA: 07210624
EFIS: 0719000068
DIST-CO-RTE-PM07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Award Date02/05/2021
Closeout DateNot set
Work DescriptionPLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location DescriptionIN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
QA Service Level1 (Verified on 03/24/2021)

Sample Information

Sample Taken Date08/27/2024 Sample Unique Key71
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 testing08/27/2024
Sample typeQuality Assurance A brief description of the sampleNative Material
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byKristopher Last name of sampler or witnessed byMartinez
Title of sampler Telephone number of sampler
Laboratory sample identification24-2620 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 name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)N/A
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedCTM 231 Test Holes
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-08-27-71
DIME Test ID: 2024-08-27-71-1
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: 2024-09-11

Test Results


Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Kristopher Martinez
Date of test: 08/27/2024
Gage No.: no data
Test No.: no data
Nuclear By: no data
Non-Bias Plan No.: no data
Depth: no data
Material No.: no data
Material Type: no data
Impact By: no data
Standard Count Density: 1675 g/cc
Count or Density 1: 1235 g/cc
Count or Density 2: 1301 g/cc
Count or Density 3: 1326 g/cc
Count or Density 4: 1352 g/cc
Count or Density 5: 1398 g/cc
Standard Count Moisture: 698 g/cc
Moisture Count 1: 114 g/cc
Moisture Count 2: 103 g/cc
Moisture Count 3: 127 g/cc
Moisture Count 4: 111 g/cc
Moisture Count 5: 84 g/cc
Sum of Count or Density: 6612 g/cc
Average of Count or Density: 1322.4 g/cc
Sum of Moisture Count: 539 g/cc
Average of Moisture Count: 107.8 g/cc
Calculated Percent Relative Compaction: 95.1 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/11/2024