Test 2017-07-21-8-3 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 210696
DEA: 080M2804
EFIS: 0800000472
Location DescriptionIn SBD County
Sample Information
Sample Taken Date7/21/2017 Sample Unique Key8
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 testing7/26/2017
Sample typeQuality Assurance A brief description of the sample6x12
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byABRAHAM Last name of sampler or witnessed byALMAW
Title of samplerASR Laboratory sample identification942-21S2
The fabricator/manufacturer/facility nameCALPORTLAND Transportation Laboratory (TL) Number20170721-S2
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierWHEATON WASH BRIDGE
Material Information
Material TypeConcrete The concrete mix design numberP40AF033
The truck number from where the sample was collected8063 The batch plant ticket number from where the sample was collectedS510351
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedTRUCK Where the material sample would have been placed if not sampledCENDA BRIDGE SOFFIT DIAPHRAGMS
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2017-07-21-8
DIME Test ID: 2017-07-21-8-3
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-08-18
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: 08/18/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 139870 lb
Maximum load on cylinder 2: 137630 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 4947.6 psi
Compressive strength of cylinder 2: 4917.1 psi
Compressive strength (to nearest 10 psi):4930 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/18/2017