Test 2015-07-27-1-1 (CTM 521-November 2014) Summary

Project Information
Project IdentifiersProject ID: 209680
DEA: 07295504
EFIS: 0713000014
DIST-CO-RTE-PM07-LA-101-1.8/8.4
Work DescriptionREPLACE PCC PAVEMENT AND COLD PLANE AND OVERLAY.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM BEAUDRY AVENUE UNDERCROSSING TO 0.4 MILE NORTH OF PILGRIMAGE OVERCROSSING
Sample Information
Sample Taken Date7/27/2015 Sample Unique Key1
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 testing7/28/2015
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 byDAVID Last name of sampler or witnessed byWEEKS
Title of samplerCALTRANS METS QA INSPECTOR Laboratory sample identification914-01
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) NumberL79 PCP 001
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierREPKACE PCC PAVEMENT AND COLD PLANE OVERLAY
Structure nameCASTING BED B2C PAVEMENT PANELS
Material Information
Material TypeConcrete The concrete mix design numberRRM 14062
The truck number from where the sample was collectedLOAD 8 The batch plant ticket number from where the sample was collected1096481
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 sampledUnknown
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2015-07-27-1
DIME Test ID: 2015-07-27-1-1
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: 2015-08-24
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: 08/24/2015
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 197120 lb
Maximum load on cylinder 2: 201010 lb
Type of fracture pattern of cylinder 1: 3
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: 28 days
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: 6926.2 psi
Compressive strength of cylinder 2: 7062.9 psi
Compressive strength (to nearest 10 psi):6990 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/24/2015