Test 2019-09-05-26-2 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 209694
DEA: 080J0704
EFIS: 0800000282
DIST-CO-RTE-PM08-SBD-215-0.6/1.7
Work Description(Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA.
Location DescriptionGrade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60.
Sample Information
Sample Taken Date9/5/2019 Sample Unique Key26
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 testing9/10/2019
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 byVICTOR Last name of sampler or witnessed byWAMI
Title of samplerASR Laboratory sample identification975-36
The fabricator/manufacturer/facility namerobertsons Transportation Laboratory (TL) Number4920936
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure namebridge deck phase 2
Material Information
Material TypeConcrete The concrete mix design numberrrm17031
The truck number from where the sample was collected1592 The batch plant ticket number from where the sample was collected4920936
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleMYERS RADOS JV
A detailed description of where the material sample was collected195 cy Where the material sample would have been placed if not sampledbridge deck phase 2
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2019-09-05-26
DIME Test ID: 2019-09-05-26-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-09-24
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 09/15/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 107720 lb
Maximum load on cylinder 2: 108765 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 1
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: 10 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 3797.0 psi
Compressive strength of cylinder 2: 3821.7 psi
Compressive strength (to nearest 10 psi):3810 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/24/2019