Test 2020-08-27-10-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-0.0/13.2
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
Sample Information
Sample Taken Date8/27/2020 Sample Unique Key10
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeQuality Assurance A brief description of the sampleQA Samples for Euclid Bridge
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed byDavid Last name of sampler or witnessed byGray
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameConfab Shafter Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameEuclid Bridge
Material Information
Material TypeConcrete The concrete mix design numberSCC-S9_8-10F
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected2384
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedConfab Shafter Yard Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-08-27-10
DIME Test ID: 2020-08-27-10-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-09-03
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 09/03/2020
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: 202695 lb
Maximum load on cylinder 2: 204930 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: 7 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: 7170.0 psi
Compressive strength of cylinder 2: 7249.0 psi
Compressive strength (to nearest 10 psi):7210 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/03/2020