Test 2021-04-16-13-5 (ASTM C39-18) Summary

Project Information
Project IdentifiersProject ID: 214355
DEA: 120K0214
EFIS: 1214000096
DIST-CO-RTE-PM12-ORA-5-12.4/14.5
Work DescriptionSouth County Improvement Project (Phase 1 - Avery/Crown Valley) PLACE HMA, INSTALL CONC PAVEMENT, RETAIN WALL, MODIFY ELECT SYS. | Add one lane btwn 73 & Oso PKWY
Location DescriptionORANGE COUNTY IN SAN JUAN CAPISTRANO, LAGUNA HILLS, LAGUNA NIGUEL AND MISSION VIEJO FROM 0.5 MILE SOUTH OF AVERY PARKWAY UNDERCROSSING TO 0.8 MILE NORTH OF CROWN VALLEY PARKWAY OVERCROSSING
Sample Information
Sample Taken Date4/16/2021 Sample Unique Key13
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 testing4/17/2021
Sample typeQuality Control A brief description of the sample6x12 Cylinders
The quantity of what the sample constitutes33.6 CY From where was the sample collectedFabricator
First name of sampler or witnessed byAugusto Last name of sampler or witnessed byRios, Jr.
Title of samplerQC Insptector Laboratory sample identification429
The fabricator/manufacturer/facility nameCoreslab Structures L A Inc 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 number212
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected78368 78369
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedBed 9 from front discharge RMT into wheelbarrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-04-16-13
DIME Test ID: 2021-04-16-13-5
Testing Lab: Coreslab
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-05-17
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Brandon Malott
Date of test: 04/23/2021
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 220242 lb
Maximum load on cylinder 2: 210372 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 4
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
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1:28.2 in^2
Cross sectional area of cylinder 2:28.2 in^2
Compressive strength (to nearest 10 psi):7640 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/17/2021