Test 2015-11-24-16-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 209453
DEA: 080J8504
EFIS: 0800000324
DIST-CO-RTE-PM08-SBD-138-R24.1
Work DescriptionREPLACE EXISTING BRIDGE.
Location DescriptionSAN BERNARDINO COUNTY IN AND NEAR HESPERIA AT HORSETHIEF CREEK BRDIGE
Sample Information
Sample Taken Date11/24/2015 Sample Unique Key16
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 testing12/7/2015
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 byMD Last name of sampler or witnessed byRAHMAN
Title of samplerASR Laboratory sample identification901-04B
The fabricator/manufacturer/facility nameHolliday Rock Transportation Laboratory (TL) Number789104B
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierHORSETHIEF CREEK BR REPLACE
Structure nameSTAGE2 PILE3 AT ABUTMENT 1
Material Information
Material TypeConcrete The concrete mix design number4F50X001
The truck number from where the sample was collected630 The batch plant ticket number from where the sample was collected109001196
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedMIXER 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: 2015-11-24-16
DIME Test ID: 2015-11-24-16-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-12-22
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: 12/22/2015
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: 153720 lb
Maximum load on cylinder 2: 152010 lb
Type of fracture pattern of cylinder 1: 3
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: 5418.4 psi
Compressive strength of cylinder 2: 5358.1 psi
Compressive strength (to nearest 10 psi):5390 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/22/2015