Test 2015-08-06-3-1 (CTM 521-November 2014) Summary

Project Information
Project IdentifiersProject ID: 209511
DEA: 080Q7403
EFIS: 0800020456
DIST-CO-RTE-PM08-SBD-15-15.4/30.8
Work DescriptionDesign Build project provides pavement rehabilitation (including ramps) on I-15 near Cajon Pass, CA.
Location DescriptionOn I-15 from 0.4 mile north of Kenwood Avenue to 0.3 mile south of West Hesperia OH
Sample Information
Sample Taken Date8/6/2015 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 testing8/10/2015
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 byJ Last name of sampler or witnessed byATAEI
Title of samplerCONSULTANT INSP Laboratory sample identification878-0M
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) Number081510M
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierSBD I15PM R 15 4 30 8
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design number1202-8
The truck number from where the sample was collected28 The batch plant ticket number from where the sample was collected145
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedNP 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: 2015-08-06-3
DIME Test ID: 2015-08-06-3-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2015-08-11
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: 08/10/2015
Average diameter of cylinder 1: 6 in
Average diameter of cylinder 2: 6 in
Maximum load on cylinder 1: 12270 lb
Maximum load on cylinder 2: 12290 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 4 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 434 psi
Compressive strength of cylinder 2: 434.7 psi
Compressive strength (to nearest 10 psi):430 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/11/2015