Test 2018-04-20-4-2 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 212688
DEA: 080Q8904
EFIS: 0800020582
DIST-CO-RTE-PM08-RIV,SBD-10,215,111-Var
Work DescriptionBRIDGE REHABILITATION
Location DescriptionRIVERSIDE AND SAN BERNARDINO COUNTIES AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date4/20/2018 Sample Unique Key4
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 testing4/20/2018
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byArnel Last name of sampler or witnessed byVega
Title of samplerUnknown Laboratory sample identification980-24
The fabricator/manufacturer/facility nameRobertsons Transportation Laboratory (TL) Number20180424
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameETIWANDA SAN DERAINE FCC
Material Information
Material TypeConcrete The concrete mix design numberYOCSSC3
The truck number from where the sample was collectedNP The batch plant ticket number from where the sample was collectedNP
Concrete batch plantUnknown The fabricator/manufacturer designation for the samplePLANT
A detailed description of where the material sample was collectedTRUCK 1 Where the material sample would have been placed if not sampledSUPPORT SLAB
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2018-04-20-4
DIME Test ID: 2018-04-20-4-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-05-30
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MC
Date of test: 05/18/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 230520 lb
Maximum load on cylinder 2: 223730 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 28.56 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 8071.4 psi
Compressive strength of cylinder 2: 7861.2 psi
Compressive strength (to nearest 10 psi):7970 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/23/2018