Test 2020-12-21-3-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 214465
DEA: 081E5704
EFIS: 0814000051
DIST-CO-RTE-PM08-RIV-10-27.7
Work DescriptionPLACE CIDH PILING AND ROCK SLOPE PROTECTION
Location DescriptionRIVERSIDE COUNTY NEAR PALM SPRINGS AT WHITEWATER RIVER BRIDGE
Sample Information
Sample Taken Date12/21/2020 Sample Unique Key3
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 testing12/22/2020
Sample typeQuality Control A brief description of the sample6x12
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed bySaad Last name of sampler or witnessed byArabi
Title of samplerASR Laboratory sample identification1016-75
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) Number178675
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number20034
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedNA
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 sampledwite water br 560004
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-12-21-3
DIME Test ID: 2020-12-21-3-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-03-04
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 01/19/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 169270 lb
Maximum load on cylinder 2: 174290 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: 29 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5987.6 psi
Compressive strength of cylinder 2: 6124.0 psi
Compressive strength (to nearest 10 psi):6060 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/04/2021