Summary for Test 2021-09-13-3-1

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 214951
DEA: 120K0234
EFIS: 1214000100
DIST-CO-RTE-PM12-ORA-5-17.1/18.9
Award Date09/23/2020
Closeout DateNot set
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
QA Service Level1 (Verified on 10/01/2020)

Sample Information

Sample Taken Date09/13/2021 Sample Unique Key3
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 testing09/14/2021
Sample typeQuality Control A brief description of the samplePCC 6"x12" test cylinder
The quantity of what the sample constitutesOne girder From where was the sample collectedJob Site
First name of sampler or witnessed byRoberto Last name of sampler or witnessed byReyes
Title of samplerQC Technician Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCon-Fab California LLC 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 numberSCC-S98-0F
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected1693
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedCasting Bed Alpha West Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-09-13-3
DIME Test ID: 2021-09-13-3-1
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-09-15

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Roberto Reyes Perez
Date of test: 09/14/2021
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: 6794 lb
Maximum load on cylinder 2: 6910 lb
Type of fracture pattern of cylinder 1: 4
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: 0 days
Age of specimen in hours: 17 hours
Cross sectional area of cylinder 1:28.27 in^2
Cross sectional area of cylinder 2:28.27 in^2
Compressive strength (to nearest 10 psi):6850 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/15/2021