Test 2016-11-28-3-1 (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 Date11/28/2016 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 testing11/30/2016
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byDAVID Last name of sampler or witnessed byWEEKS
Title of samplerQA Inspector Laboratory sample identification953-1128
The fabricator/manufacturer/facility nameOLDCASTLE PRECAST PERRIS Transportation Laboratory (TL) Number1128
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameHOFF WASH BRIDGE
Material Information
Material TypeConcrete The concrete mix design numberUV-273
The truck number from where the sample was collected2 The batch plant ticket number from where the sample was collected5250
Concrete batch plantUnknown The fabricator/manufacturer designation for the samplePLANT
A detailed description of where the material sample was collectedTUCKER TRANSPORTER DISCHARGE Where the material sample would have been placed if not sampledHOFF WASH BRIDGE
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-11-28-3
DIME Test ID: 2016-11-28-3-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-12-05
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: 12/05/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 1 lb
Maximum load on cylinder 2: 252730 lb
Type of fracture pattern of cylinder 1: 3
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: 27.99 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 8876.4 psi
Compressive strength of cylinder 2: 8997.2 psi
Compressive strength (to nearest 10 psi):8940 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/05/2016