Summary for Test 2016-07-12-5-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 209732
DEA: 072881U4
EFIS: 0714000085
DIST-CO-RTE-PM07-LA-210-R16.1/R25.8
Award Date02/06/2015
Closeout Date02/18/2020
Work DescriptionCONSTRUCT CONCRETE PAVEMENT, PRECAST CONCRETE PANELS, AND SLABS.
Location DescriptionLOS ANGELES COUNTY IN LA CANADA FLINTRIDGE, GLENDALE AND PASADENA FROM DUNSMORE AVENUE UNDERCROSSING TO NORTH LOS ROBLES AVENUE OVERCROSSING
QA Service Level1 (Verified on 11/04/2014)

Sample Information

Sample Taken Date07/12/2016 Sample Unique Key5
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 testing07/13/2016
Sample typeQuality Assurance A brief description of the sampleConcrete Cylinder 6 x 12
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 samplerCT METS QA INSPECTOR Telephone number of samplerUnknown
Laboratory sample identification927-16 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameOLDCASTLE PRECAST Transportation Laboratory (TL) NumberL79-3974-001-16
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameCASTING BED CEN3942 PRECAST JOINTED CONCRETE PAVEMENT

Material Information

Material TypeConcrete The concrete mix design numberUV-288
The truck number from where the sample was collectedLOAD 10 The batch plant ticket number from where the sample was collected53332
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 sampledCASTING BED CEN3942 PRECAST JOINTED CONCRETE PAVEMENT
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-07-12-5
DIME Test ID: 2016-07-12-5-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-07-26

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: 07/26/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 205880 lb
Maximum load on cylinder 2: 204900 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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 7208.7 psi
Compressive strength of cylinder 2: 7199.6 psi
Compressive strength (to nearest 10 psi):7200 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/26/2016