Test 2019-04-08-8-1 (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 Date4/8/2019 Sample Unique Key8
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 testing4/24/2019
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byEDDY Last name of sampler or witnessed bySCOTT
Title of samplerASR Laboratory sample identification975-408B
The fabricator/manufacturer/facility nameRobertson Riverside Transportation Laboratory (TL) Number20190408B
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierabutment 1 stage 2 footing
Structure nameabutment 1 stage 2 footing
Material Information
Material TypeConcrete The concrete mix design numberSC590B38
The truck number from where the sample was collected2070 The batch plant ticket number from where the sample was collected4369278
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleMYERS
A detailed description of where the material sample was collected165 cy Where the material sample would have been placed if not sampledabutment 1 stage 2 footing
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2019-04-08-8
DIME Test ID: 2019-04-08-8-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-05-15
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: 05/06/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 139250 lb
Maximum load on cylinder 2: 139290 lb
Type of fracture pattern of cylinder 1: 1
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: 28 days
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 4875.7 psi
Compressive strength of cylinder 2: 4877.1 psi
Compressive strength (to nearest 10 psi):4880 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/08/2019