Summary for Test 2019-05-01-6-3

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 210837
DEA: 080J0804
EFIS: 0800000283
COOP: 081625
DIST-CO-RTE-PM08-RIV-15-34.7/51.6
Award Date04/17/2017
Closeout DateNot set
Work Description(Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location DescriptionRiverside County and SBD-15-0.0/1.3
QA Service Level1 (Verified on 05/08/2017)

Sample Information

Sample Taken Date05/01/2019 Sample Unique Key6
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 testing05/03/2019
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byelias Last name of sampler or witnessed byHAMMEL
Title of samplertet Telephone number of sampler
Laboratory sample identification974-55 Linked DIME Sample ID
The fabricator/manufacturer/facility nameROBERTSON CORONA Transportation Laboratory (TL) Number55
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierSARB PIER 4 CISS PILES
Structure nameSARB PIER 4 CISS PILES

Material Information

Material TypeConcrete The concrete mix design numberRRM18087
The truck number from where the sample was collected1637 The batch plant ticket number from where the sample was collected4456119
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleSKANSKA AMES
A detailed description of where the material sample was collected20CY Where the material sample would have been placed if not sampledSARB PIER 4 CISS PILES
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-05-01-6
DIME Test ID: 2019-05-01-6-3
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: 2019-06-14

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: 06/12/2019
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: 151060 lb
Maximum load on cylinder 2: 148210 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: 42 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: 5307.8 psi
Compressive strength of cylinder 2: 5207.7 psi
Compressive strength (to nearest 10 psi): 5260 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/14/2019