Summary for Test 2017-10-26-10-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 211507
DEA: 07279114
EFIS: 0715000075
DIST-CO-RTE-PM07-LA-60-R24.4/R25.3
Award Date09/19/2016
Closeout Date07/23/2019
Work DescriptionCONSTRUCT RAMPS AND AUXILIARY LANE.
Location DescriptionLOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM GRAND AVENUE OVERCROSSING TO 0.1 MILE WEST OF PROSPECTORS UNDERCROSSING
QA Service Level1 (Verified on 06/06/2017)

Sample Information

Sample Taken Date10/26/2017 Sample Unique Key10
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 testing11/13/2017
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 byRYAN Last name of sampler or witnessed byRAMOS
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification958-22 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameROBERTSONS Transportation Laboratory (TL) Number13257422
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierSIGN STRUCTURE OH 2 PILE FOUNDATION MEDIAN
Structure nameSIGN STRUCTURE OH 2 PILE FOUNDATION MEDIAN

Material Information

Material TypeConcrete The concrete mix design numberSM450R4R
The truck number from where the sample was collected1861 The batch plant ticket number from where the sample was collected13257422
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 sampledSIGN STRUCTURE OH 2 PILE FOUNDATION MEDIAN
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2017-10-26-10
DIME Test ID: 2017-10-26-10-1
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: 2017-11-27

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: 11/24/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 181235 lb
Maximum load on cylinder 2: 196880 lb
Type of fracture pattern of cylinder 1: 3
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: 29 days
Age of specimen in hours: no data
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: 6410.9 psi
Compressive strength of cylinder 2: 6964.3 psi
Compressive strength (to nearest 10 psi): 6690 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/27/2017