Test 2017-05-25-4-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 211237
DEA: 080Q7904
EFIS: 0800020481
DIST-CO-RTE-PM08-SBD-40-R93.1/94.2
Work DescriptionREPLACE HOFF WASH BRIDGE (BRIDGE NUMBER 54-0889L/R)
Location DescriptionSAN BERNARDINO COUNTY FROM 0.3 MILE WEST TO 0.4 MILE EAST OF HOFF WASH BRIDGE
Sample Information
Sample Taken Date5/25/2017 Sample Unique Key4
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 testing5/30/2017
Sample typeQuality Assurance A brief description of the sample6X12
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed bySUNNY Last name of sampler or witnessed byYANG
Title of samplerASR Laboratory sample identification953-525
The fabricator/manufacturer/facility nameCEMEX Transportation Laboratory (TL) Number20170525
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameABUTMENT 3 AND WING WALLS
Material Information
Material TypeConcrete The concrete mix design number1592266
The truck number from where the sample was collected5780 The batch plant ticket number from where the sample was collected44464599
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLOAD 9 Where the material sample would have been placed if not sampledabutment 3 and wing walls
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2017-05-25-4
DIME Test ID: 2017-05-25-4-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-06-01
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: 06/01/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 92170 lb
Maximum load on cylinder 2: 90820 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: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 3238.6 psi
Compressive strength of cylinder 2: 3191.1 psi
Compressive strength (to nearest 10 psi):3210 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/01/2017