Test 2016-12-07-2-2 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 209139
DEA: 071170U4
EFIS: 0700000085
DIST-CO-RTE-PM07-LA-10-33.2/37.2
Work DescriptionCONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location DescriptionLOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING
Sample Information
Sample Taken Date12/7/2016 Sample Unique Key2
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 testing12/9/2016
Sample typeQuality Assurance A brief description of the sample6X12
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byOSCAR Last name of sampler or witnessed byRODRIGUEZ
Title of samplerASR TEC Laboratory sample identification882-949
The fabricator/manufacturer/facility nameHOLLIDAY Transportation Laboratory (TL) Number101090949
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameCAMERON AVE UC
Material Information
Material TypeConcrete The concrete mix design numberCM5645
The truck number from where the sample was collected195 The batch plant ticket number from where the sample was collected101090949
Concrete batch plantUnknown The fabricator/manufacturer designation for the samplePLANT
A detailed description of where the material sample was collectedTRUCK Where the material sample would have been placed if not sampledCAMERON AVE UC ABUT 1L STEM AND RETURN WALL
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-12-07-2
DIME Test ID: 2016-12-07-2-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-01-04
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: 01/04/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 119330 lb
Maximum load on cylinder 2: 123940 lb
Type of fracture pattern of cylinder 1: 1
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: 28 days
Age of specimen in hours: no data
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: 4192.9 psi
Compressive strength of cylinder 2: 4354.9 psi
Compressive strength (to nearest 10 psi):4270 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/04/2017