Test 2017-01-31-7-1 (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 Date1/31/2017 Sample Unique Key7
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 testing2/6/2017
Sample typeQuality Assurance A brief description of the sampleCONCRETE CYLINDERS
The quantity of what the sample constitutes6 CYLINDERS From where was the sample collectedJob Site
First name of sampler or witnessed byADLAI Last name of sampler or witnessed byEVANS
Title of samplerASR Laboratory sample identification907-315
The fabricator/manufacturer/facility nameROBERTSONS Transportation Laboratory (TL) Number178315
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberRRM16074
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collectedLOAD 30
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedSITE Where the material sample would have been placed if not sampledBRIDGE DECK SECOND SAMPLE OF FRAME 1
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2017-01-31-7
DIME Test ID: 2017-01-31-7-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-02-17
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: 02/10/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 1 lb
Maximum load on cylinder 2: 106560 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 4
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: 10 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3774.7 psi
Compressive strength of cylinder 2: 3756.1 psi
Compressive strength (to nearest 10 psi):3770 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/10/2017