Summary for Test 2019-08-07-19-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 209694
DEA: 080J0704
EFIS: 0800000282
DIST-CO-RTE-PM08-SBD-215-0.6/1.7
Award Date10/17/2017
Closeout Date04/23/2020
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.
QA Service Level1 (Verified on 12/11/2017)

Sample Information

Sample Taken Date08/07/2019 Sample Unique Key19
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 testing08/12/2019
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 Telephone number of sampler
Laboratory sample identification975-807B Linked DIME Sample ID
The fabricator/manufacturer/facility nameRobertson Riverside Transportation Laboratory (TL) Number20190807B
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameSTAGE 2 BARTON RD OC SOFFET AND STEM POUR

Material Information

Material TypeConcrete The concrete mix design numberRRM11086
The truck number from where the sample was collected1132 The batch plant ticket number from where the sample was collected4853446
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleMYERS
A detailed description of where the material sample was collected285 CY Where the material sample would have been placed if not sampledSTAGE 2 BARTON RD OC SOFFET AND STEM POUR
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-08-07-19
DIME Test ID: 2019-08-07-19-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-09-04

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 09/04/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 134230 lb
Maximum load on cylinder 2: 135270 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: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4716.4 psi
Compressive strength of cylinder 2: 4753.0 psi
Compressive strength (to nearest 10 psi): 4730 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/4/2019