Summary for Test 2019-04-24-34-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 212600
DEA: 07293704
EFIS: 0713000239
DIST-CO-RTE-PM07-LA-110,405-8.0/9.0,12.2/13.2
Award Date02/27/2018
Closeout DateNot set
Work DescriptionWIDEN SHOULDER AND AUXILIARY LANE OF CONNECTOR.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR CARSON ON ROUTE 110 FROM 0.2 MILE NORTH OF TORRANCE BOULEVARD UNDERCROSSING TO 190TH STREET UNDERCROSSING AND ON ROUTE 405 FROM MAIN STREET UNDERCROSSING TO 190TH STREET UNDERCROSSING
QA Service Level1 (Verified on 04/03/2018)

Sample Information

Sample Taken Date04/24/2019 Sample Unique Key34
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 testing05/02/2019
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byZ Last name of sampler or witnessed byINAM
Title of samplerTEC Telephone number of sampler310 925 9411
Laboratory sample identification993-1 Linked DIME Sample ID2019-04-26-13
The fabricator/manufacturer/facility namerobertsons Transportation Laboratory (TL) Number1
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameRW 437 Footing

Material Information

Material TypeConcrete The concrete mix design numberRRM11068
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collectedNA
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleOHL USA INC
A detailed description of where the material sample was collectedat 1000 am Where the material sample would have been placed if not sampledRW 437 Footing
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-04-24-34
DIME Test ID: 2019-04-24-34-1
Testing Lab: CT 08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-05-29

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 05/08/2019
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: 106850 lb
Maximum load on cylinder 2: 106720 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: 14 days
Age of specimen in hours: no data
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: 3766.3 psi
Compressive strength of cylinder 2: 3761.7 psi
Compressive strength (to nearest 10 psi):3760 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/28/2019