Test 2021-03-26-17-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 214938
DEA: 120M9904
EFIS: 1213000086
DIST-CO-RTE-PM12-ORA-1-9.4
Work DescriptionReplace Precast RCB Culvert & Sewer Pipe & Place HMA Pavement
Location DescriptionORANGE COUNTY IN LAGUNA BEACH AT BROADWAY STREET
Sample Information
Sample Taken Date3/26/2021 Sample Unique Key17
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 testing4/15/2021
Sample typeInformational A brief description of the sampleSCC Concrete
The quantity of what the sample constitutes9.5 CY From where was the sample collectedJob Site
First name of sampler or witnessed byBrian Last name of sampler or witnessed byFoley
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameStructureCast Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number12-0M9904
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected3128
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedWheelbarrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-03-26-17
DIME Test ID: 2021-03-26-17-1
Testing Lab: Structure Cast
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-04-15
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Brent Dezember
Date of test: 04/02/2021
Capped in accordance with?: ASTM C1231
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 150490 lb
Maximum load on cylinder 2: 161480 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 7 days
Cross sectional area of cylinder 1:6 in^2
Cross sectional area of cylinder 2:6 in^2
Compressive strength (to nearest 10 psi):5520 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/15/2021