Test 2021-07-22-17-1 (ASTM C39-18) Summary

Project Information
Project IdentifiersProject ID: 214951
DEA: 120K0234
EFIS: 1214000100
DIST-CO-RTE-PM12-ORA-5-17.1/18.9
Work DescriptionSouth County Improvement Project (Phase 3 - El Toro/Alicia) WIDEN FREEWAY AND BRIDGES, RECONSTRUCT BRIDGE AND WALLS.
Location DescriptionORANGE COUNTY IN MISSION VIEJO, LAGUNA HILLS, LAGUNA WOODS AND LAKE FOREST FROM 0.4 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING TO 0.2 MILE NORTH OF EL TORO ROAD UNDERCROSSING
Sample Information
Sample Taken Date7/22/2021 Sample Unique Key17
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 testing7/26/2021
Sample typeQuality Assurance A brief description of the sample(2) 6"x12" Cylinders
The quantity of what the sample constitutes(2) 6"x12" Cylinders From where was the sample collectedFabricator
First name of sampler or witnessed byPaul Last name of sampler or witnessed byShrestha
Title of samplerInspector Laboratory sample identification
The fabricator/manufacturer/facility nameCon-Fab California, LLC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL108-006-21 Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design numberSCC S9 8 0F
The truck number from where the sample was collected121 The batch plant ticket number from where the sample was collected1450
Concrete batch plantSPC onsite batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedAt pour location Where the material sample would have been placed if not sampledGirder
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-07-22-17
DIME Test ID: 2021-07-22-17-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-08-19
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 08/19/2021
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.99 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 252170 lb
Maximum load on cylinder 2: 242970 lb
Type of fracture pattern of cylinder 1: 1
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: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 8920.1 psi
Compressive strength of cylinder 2: 8622.1 psi
Compressive strength (to nearest 10 psi):8770 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/19/2021