Test 2020-10-21-23-1 (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 Date10/21/2020 Sample Unique Key23
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 testing10/22/2020
Sample typeQuality Assurance A brief description of the sampleConcrete Cylinders
The quantity of what the sample constitutesSet of Cylinders From where was the sample collectedOther
First name of sampler or witnessed bySaad Last name of sampler or witnessed byAraba
Title of samplerASR Laboratory sample identification1016-72
The fabricator/manufacturer/facility nameDesert Ready Mix Transportation Laboratory (TL) Number178672
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameWhite Water Br 56-0004
Material Information
Material TypeConcrete The concrete mix design number20034
The truck number from where the sample was collectedload 4 The batch plant ticket number from where the sample was collectedna
Concrete batch plantDesert Ready Mix The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedna Where the material sample would have been placed if not sampledbridge 560004 White Water
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-10-21-23
DIME Test ID: 2020-10-21-23-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-12-28
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: 11/18/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 134480 lb
Maximum load on cylinder 2: 149815 lb
Type of fracture pattern of cylinder 1: 3
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 4757.0 psi
Compressive strength of cylinder 2: 5316.4 psi
Compressive strength (to nearest 10 psi):5040 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/28/2020