Summary for Test 2019-11-04-1-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 213750
DEA: 120K0224
EFIS: 1214000097
DIST-CO-RTE-PM12-ORA-5-14.5/17.1
Award Date03/05/2019
Closeout DateNot set
Work DescriptionSouth County Improvement Project (Phase 2 - Oso/Alicia) CONST BRIDGES, RW, SW, HMA PVMT, JPCP, DRAINAGE, AND ELECT SYSTEMS.
Location DescriptionORANGE COUNTY IN MISSION VIEJO AND LAGUNA HILLS FROM 0.7 MILE SOUTH OF OSO PARKWAY OVERCROSSING TO 0.3 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING
QA Service Level1 (Verified on 04/15/2019)

Sample Information

Sample Taken Date11/04/2019 Sample Unique Key1
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 testing11/06/2019
Sample typeControl Sample A brief description of the sample6"x12" Cylinders
The quantity of what the sample constitutes2 cyliners From where was the sample collectedFabricator
First name of sampler or witnessed byRigoberto Last name of sampler or witnessed byMarin
Title of samplerQA Telephone number of sampler951-500-0685
Laboratory sample identification3-28-1 of 2, 3-28- 2 of 2 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSureCast Transportation Laboratory (TL) Number502
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameRetaining Wall

Material Information

Material TypeConcrete The concrete mix design number1418596
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedUnknown Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-11-04-1
DIME Test ID: 2019-11-04-1-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-12-09

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: 12/02/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 115060 lb
Maximum load on cylinder 2: 111040 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: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4055.7 psi
Compressive strength of cylinder 2: 3914.0 psi
Compressive strength (to nearest 10 psi):3980 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/9/2019