Summary for Test 2016-07-08-9-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 208714
DEA: 08043514
EFIS: 0800000010
DIST-CO-RTE-PM08-SBD-58-R22.2/R31.1
Award Date12/30/2014
Closeout Date08/29/2018
Work DescriptionREALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY
Location DescriptionHINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD.
QA Service Level1 (Verified on 03/22/2013)

Sample Information

Sample Taken Date07/08/2016 Sample Unique Key9
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 testing07/12/2016
Sample typeQuality Assurance 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 byMIKE Last name of sampler or witnessed byNUNEZ
Title of samplerQC Tech Telephone number of samplerUnknown
Laboratory sample identification915-48A Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHI GRADE Transportation Laboratory (TL) NumberLCB 070816-48A
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierSR 58 EXPRESSWAY AT HINKLEY RD
Structure nameSTATION 1638 PLUS 28

Material Information

Material TypeConcrete The concrete mix design numberLB16 0048
The truck number from where the sample was collectedNOT PROVIDED The batch plant ticket number from where the sample was collectedNP
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedNOT PROVIDED Where the material sample would have been placed if not sampledSTATION 1638 PLUS 28
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-07-08-9
DIME Test ID: 2016-07-08-9-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-07-15

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Matthew Clayton
Date of test: 07/15/2016
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: 19930 lb
Maximum load on cylinder 2: 20840 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: 7 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 (to nearest 10 psi): 720 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/15/2016