Test 2021-08-27-12-1 (ASTM C39-18) Summary

Project Information
Project IdentifiersProject ID: 215188
DEA: 080F5434
EFIS: 0817000239
DIST-CO-RTE-PM08-RIV-I-15,SR-91-6.1-7.6
Work DescriptionI-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location DescriptionJunction of I-15 and SR-91 in Corona, CA
Sample Information
Sample Taken Date8/27/2021 Sample Unique Key12
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 testing8/30/2021
Sample typeQuality Assurance A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byJames Last name of sampler or witnessed byBurton
Title of samplerMaterial Tester Laboratory sample identification1026-827
The fabricator/manufacturer/facility namecemex fontana Transportation Laboratory (TL) Number1
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number16116153
The truck number from where the sample was collected10070485 The batch plant ticket number from where the sample was collected29825104
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedsite Where the material sample would have been placed if not sampledI15 Median Sign Foundation STA 222650
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-08-27-12
DIME Test ID: 2021-08-27-12-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-10-07
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bahman Baghai
Date of test: 09/03/2021
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 88660 lb
Maximum load on cylinder 2: 86870 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 3156.3 psi
Compressive strength of cylinder 2: 3092.6 psi
Compressive strength (to nearest 10 psi):3120 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/07/2021