Test 2021-08-07-6-1 (ASTM C39-18) Summary

Project Information
Project IdentifiersProject ID: 214665
DEA: 081G5504
EFIS: 0816000035
DIST-CO-RTE-PM08-SBD-40-R28.9
Work DescriptionREPLACE WEIGH-IN-MOTION SYSTEM WITH HIGH SPEED WEIGH-IN-MOTION SYSTEM.
Location DescriptionSAN BERNARDINO COUNTY NEAR NEWBERRY SPRINGS AT 3.6 MILES WEST OF HECTOR ROAD UNDERCROSSING
Sample Information
Sample Taken Date8/7/2021 Sample Unique Key6
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 testing9/3/2021
Sample typeQuality Assurance A brief description of the sampleConcrete Cylinders
The quantity of what the sample constitutes2 Cylinders From where was the sample collectedOther
First name of sampler or witnessed byLarry Last name of sampler or witnessed byFrancisco
Title of samplerTE Laboratory sample identification1034-87B
The fabricator/manufacturer/facility nameNot Provided Transportation Laboratory (TL) Number1034-87B
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design numberCTS-65-EHI
The truck number from where the sample was collectedNot Provided The batch plant ticket number from where the sample was collectedNot Provided
Concrete batch plantNot Provided The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedNot Provided Where the material sample would have been placed if not sampledI40 PM 28point9 WB Lane 2
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-08-07-6
DIME Test ID: 2021-08-07-6-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-09-04
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 09/04/2021
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 173690 lb
Maximum load on cylinder 2: 177160 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 6122.3 psi
Compressive strength of cylinder 2: 6244.6 psi
Compressive strength (to nearest 10 psi):6180 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/04/2021