Test 2020-10-18-12-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 214029
DEA: 07301104
EFIS: 0714000009
DIST-CO-RTE-PM07-LA-60,710-710-R2.8/11.8, 24.1/25.1
Work DescriptionRoadway ex, place jointed plain concrete pavement & concrete barrieres
Location DescriptionIn Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation.
Sample Information
Sample Taken Date10/18/2020 Sample Unique Key12
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 testing10/20/2020
Sample typeQuality Assurance A brief description of the sampleCONCRETE CYLINDERS
The quantity of what the sample constitutes20 cu yd From where was the sample collectedJob Site
First name of sampler or witnessed byNA Last name of sampler or witnessed byNA
Title of samplerNA Laboratory sample identification1011-1018
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Number1011-1018
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design numberSLC-72-1
The truck number from where the sample was collected2 The batch plant ticket number from where the sample was collectedNA
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedna Where the material sample would have been placed if not sampledSan Gabriel River Abut 10 EB Lane 3 and 4
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2020-10-18-12
DIME Test ID: 2020-10-18-12-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-12-23
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: 11/16/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 175480 lb
Maximum load on cylinder 2: 169240 lb
Type of fracture pattern of cylinder 1: 2
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: 29 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 6144.3 psi
Compressive strength of cylinder 2: 5986.6 psi
Compressive strength (to nearest 10 psi):6070 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/23/2020