Test 2015-09-11-1-3 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 5266
DEA: 08448404
EFIS: 0800000712
COOP: 081488A1
DIST-CO-RTE-PM08-RIV-91-15.6/21.6
Work DescriptionCONSTRUCT HOV LANES AND WIDEN BRIDGES.
Location DescriptionRIVERSIDE COUNTY IN RIVERSIDE FROM ADAMS STREET TO THE ROUTE 60/215 SEPARATION
Sample Information
Sample Taken Date9/11/2015 Sample Unique Key1
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 testing9/15/2015
Sample typeQuality Control A brief description of the sample6X121
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byJOE AND AL Last name of sampler or witnessed bySIEMERS AND ALINA
Title of samplerASR AND SR Laboratory sample identification825-30
The fabricator/manufacturer/facility nameROBERTSONS Transportation Laboratory (TL) Number91130
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierPM 5 6 21 6
Structure nameIVY ST OH BR 56C 0562 DECK
Material Information
Material TypeConcrete The concrete mix design numberSC675B38
The truck number from where the sample was collected1844 The batch plant ticket number from where the sample was collected1248437
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedNP Where the material sample would have been placed if not sampledUnknown
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2015-09-11-1
DIME Test ID: 2015-09-11-1-3
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-10-12
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: 10/09/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 124220 lb
Maximum load on cylinder 2: 122700 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: no data
Age of specimen: 28 days
Age of specimen in hours: no data
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: 4378.6 psi
Compressive strength of cylinder 2: 4325.0 psi
Compressive strength (to nearest 10 psi):4350 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/12/2015