Test 2019-09-15-1-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 210837
DEA: 080J0804
EFIS: 0800000283
COOP: 081625
DIST-CO-RTE-PM08-RIV-15-34.7/51.6
Work Description(Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location DescriptionRiverside County and SBD-15-0.0/1.3
Sample Information
Sample Taken Date9/15/2019 Sample Unique Key1
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 typeInformational A brief description of the sample6x12 concrete cylinders (2 total)
The quantity of what the sample constitutesOne 5 yard load of SCC Mix From where was the sample collectedFabricator
First name of sampler or witnessed byDavid Last name of sampler or witnessed byWeeks
Title of samplerASI Laboratory sample identification
The fabricator/manufacturer/facility nameOldcastle Infrastructure Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameSARB 4-7
Material Information
Material TypeConcrete The concrete mix design numberUV-301B2
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collected63983
Concrete batch plantOnsite OCP Perris The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedGIrder 4 7 formwork Where the material sample would have been placed if not sampledBed B1 Girder 4 7
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2019-09-15-1
DIME Test ID: 2019-09-15-1-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-10-18
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: 10/14/2019
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: 316420 lb
Maximum load on cylinder 2: 298560 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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
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: 11118.1 psi
Compressive strength of cylinder 2: 10490.5 psi
Compressive strength (to nearest 10 psi):10800 psi
General comments (publicly viewable) (Max 250 characters):

Test was verified on 10/18/2019