Test 2016-02-17-1-1 (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 Date2/17/2016 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 testing2/22/2016
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 byGIOVANNI Last name of sampler or witnessed byPAREDES
Title of samplerASR Laboratory sample identification901-217
The fabricator/manufacturer/facility nameHI GRADE Transportation Laboratory (TL) Number160217
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierHORSETHIEF CREEK BR REPLACE
Structure nameSTAGE2 ABUT4 SEAT AND WINGWALL
Material Information
Material TypeConcrete The concrete mix design numberSITI72A
The truck number from where the sample was collected180 The batch plant ticket number from where the sample was collected204890
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLOAD 3 Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-02-17-1
DIME Test ID: 2016-02-17-1-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-03-16
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: 03/16/2016
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: 146130 lb
Maximum load on cylinder 2: 146380 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: 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: 5150.9 psi
Compressive strength of cylinder 2: 5159.7 psi
Compressive strength (to nearest 10 psi):5160 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/16/2016