Test 2015-11-02-2-1 (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 Date11/2/2015 Sample Unique Key2
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 testing11/6/2015
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 byJOHN Last name of sampler or witnessed byCARON
Title of samplerASR Laboratory sample identification907-09
The fabricator/manufacturer/facility nameROBERTSONS Transportation Laboratory (TL) Number110209
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierCLIPPER WASH BRIDGE RIGHT
Structure nameABUT 8 FTG PIER 4AND5 FTGS
Material Information
Material TypeConcrete The concrete mix design numberRRM15027
The truck number from where the sample was collected1694 The batch plant ticket number from where the sample was collected1308984
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLOAD 5 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: 2015-11-02-2
DIME Test ID: 2015-11-02-2-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-11-09
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: 11/09/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 84540 lb
Maximum load on cylinder 2: 85430 lb
Type of fracture pattern of cylinder 1: 1
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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 3009.6 psi
Compressive strength of cylinder 2: 3041.3 psi
Compressive strength (to nearest 10 psi):3030 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/09/2015