Test 2018-02-28-3-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 211671
DEA: 07281504
EFIS: 0700000552
DIST-CO-RTE-PM07-LA,VEN-101-29.3/38.2,0.0/1.2
Work DescriptionCONSTRUCT STORM WATER TREATMENT SYSTEMS.
Location DescriptionLOS ANGELES AND VENTURA COUNTIES AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date2/28/2018 Sample Unique Key3
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 testing3/5/2018
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 byA Last name of sampler or witnessed byambaye
Title of samplerUnknown Laboratory sample identification960-57A
The fabricator/manufacturer/facility nameNATIONAL READY MIX Transportation Laboratory (TL) Number960-57A
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierAUSTIN VAULT 39 FOOTING
Structure nameAUSTIN VAULT 39 FOOTING
Material Information
Material TypeConcrete The concrete mix design numberS63061
The truck number from where the sample was collected411 The batch plant ticket number from where the sample was collected760953
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleNATIONAL READY MIX
A detailed description of where the material sample was collectedCHUTE Where the material sample would have been placed if not sampledAUSTIN VAULT 39 FOOTING
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2018-02-28-3
DIME Test ID: 2018-02-28-3-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-04-04
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: 03/28/2018
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: 128300 lb
Maximum load on cylinder 2: 132830 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: 28 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: 4538.4 psi
Compressive strength of cylinder 2: 4682.1 psi
Compressive strength (to nearest 10 psi):4610 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/28/2018