Test 2019-12-10-10-3 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 210837
DEA: 080J0804
EFIS: 0800000283
COOP: 081625
Location DescriptionRiverside County and SBD-15-0.0/1.3
Sample Information
Sample Taken Date12/10/2019 Sample Unique Key10
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 testing12/11/2019
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byEddie Last name of sampler or witnessed byjabbour
Title of samplertech IV Laboratory sample identification974-136
The fabricator/manufacturer/facility namerobertsons Transportation Laboratory (TL) Number136
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameSARB SPAN 10 BRIDGE DECK
Material Information
Material TypeConcrete The concrete mix design numberRRM17031
The truck number from where the sample was collected1388 The batch plant ticket number from where the sample was collected5108484
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleSKANSKA AMES
A detailed description of where the material sample was collectedLOAD 6 Where the material sample would have been placed if not sampledSARB SPAN 10 BRIDGE DECK
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2019-12-10-10
DIME Test ID: 2019-12-10-10-3
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-01-14
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: 01/07/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 168350 lb
Maximum load on cylinder 2: 166870 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: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5955.1 psi
Compressive strength of cylinder 2: 5902.7 psi
Compressive strength (to nearest 10 psi):5930 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/14/2020