Summary for Test 2015-05-22-3-4

Test performed: CTM 521-November 2014

Project Information

Project IdentifiersProject ID: 209453
DEA: 080J8504
EFIS: 0800000324
DIST-CO-RTE-PM08-SBD-138-R24.1
Award Date07/01/2014
Closeout Date07/05/2017
Work DescriptionREPLACE EXISTING BRIDGE.
Location DescriptionSAN BERNARDINO COUNTY IN AND NEAR HESPERIA AT HORSETHIEF CREEK BRDIGE
QA Service Level1 (Verified on 04/16/2014)

Sample Information

Sample Taken Date05/22/2015 Sample Unique Key3
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 testing05/27/2015
Sample typeQuality Control A brief description of the sample6x12
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byG Last name of sampler or witnessed byPAREDES
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification901-22 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) Number15222
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierHORSETHEIF CREEK BRIDGE 54 1271
Structure nameBENT 2 AND 3 AT SPLICE AREAS

Material Information

Material TypeConcrete The concrete mix design numberHG78547A
The truck number from where the sample was collected174 The batch plant ticket number from where the sample was collected822026
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedCHUTE 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: 2015-05-22-3
DIME Test ID: 2015-05-22-3-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2015-07-01

Test Results


Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 07/01/2015
Average diameter of cylinder 1: 6.01 in
Maximum load on cylinder 1: 151150 lb
Type of fracture pattern of cylinder 1: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 40 days
Cross sectional area of cylinder 1: 28.37 in^2
Compressive strength of cylinder (to nearest 10 psi): 5330 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/1/2015