Test 2018-03-16-2-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 210735
DEA: 071193U4
EFIS: 0713000007
DIST-CO-RTE-PM07-LA-10-37.2/42.4
Work DescriptionCONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location DescriptionIN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
Sample Information
Sample Taken Date3/16/2018 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 testing3/20/2018
Sample typeQuality Assurance A brief description of the sample6x12
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byL Last name of sampler or witnessed byYAMASHIRO
Title of samplerUnknown Laboratory sample identification946-94B
The fabricator/manufacturer/facility nameHOLIDAY ROCK Transportation Laboratory (TL) Number268094B
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierABUTMENT 1
Structure nameCITRUS ST RIGHT WIDEN ABUTMENT 1 APPROACH SLAB TYPE N
Material Information
Material TypeConcrete The concrete mix design number3F36S002
The truck number from where the sample was collected231 The batch plant ticket number from where the sample was collected155
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLOAD 2 Where the material sample would have been placed if not sampledCITRUS ST RIGHT WIDEN ABUTMENT 1 APPROACH SLAB TYPE N
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2018-03-16-2
DIME Test ID: 2018-03-16-2-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-04-06
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: 03/30/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 118610 lb
Maximum load on cylinder 2: 119540 lb
Type of fracture pattern of cylinder 1: 1
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: 1
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4195.6 psi
Compressive strength of cylinder 2: 4213.6 psi
Compressive strength (to nearest 10 psi):4200 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/30/2018