Test 2015-09-08-3-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 209950
DEA: 080N56U4
EFIS: 0813000176
DIST-CO-RTE-PM08-SBD-40-R94.7/R99.7
Work DescriptionBRIDGE REPLACEMENTS.
Location DescriptionSAN BERNARDINO COUNTY NEAR ESSEX AT HALLER WASH BRIDGE AT ROJO WASH BRIDGE AND AT CLIPPER VALLEY WASH BRIDGE
Sample Information
Sample Taken Date9/8/2015 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 testing9/14/2015
Sample typeQuality Control A brief description of the sample6X12
The quantity of what the sample constitutes3 From where was the sample collectedJob Site
First name of sampler or witnessed byJEGBEFUME Last name of sampler or witnessed byADODO
Title of samplerASR Laboratory sample identification907-02
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) Number0002
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierHELLER WASH BRIDGE R
Structure nameABUTMENT 2 FOOTING
Material Information
Material TypeConcrete The concrete mix design numberRRM15027
The truck number from where the sample was collected1709 The batch plant ticket number from where the sample was collected6
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedWHEELBARROW 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: 2015-09-08-3
DIME Test ID: 2015-09-08-3-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-09-16
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: 09/15/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Maximum load on cylinder 1: 79060 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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Compressive strength of cylinder (to nearest 10 psi):2810 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/16/2015