Test 2018-01-11-11-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 211714
DEA: 080R1204
EFIS: 0812000026
DIST-CO-RTE-PM08-SBD-40-0.0/R25.0
Work DescriptionREGRADE MEDIAN CROSS SLOPE
Location DescriptionSAN BERNARDINO COUNTY IN AND NEAR BARSTOW FROM JUNCTION 15/40 TO 1.4 MILES EAST OF FORT CADY ROAD OVERCROSSING
Sample Information
Sample Taken Date1/11/2018 Sample Unique Key11
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 testing1/15/2018
Sample typeQuality Assurance A brief description of the sample6X12
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byLarry Last name of sampler or witnessed byFrancisco
Title of samplerTE Laboratory sample identification957-118
The fabricator/manufacturer/facility nameROBERTSON LUCERNE Transportation Laboratory (TL) Number011118
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design number5264125A
The truck number from where the sample was collectedNOT PROVIDED The batch plant ticket number from where the sample was collectedNOT PROVIDED
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLOAD 3 Where the material sample would have been placed if not sampledDS 79 STA 46394
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2018-01-11-11
DIME Test ID: 2018-01-11-11-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-01-23
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: 01/24/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 139700 lb
Maximum load on cylinder 2: 141690 lb
Type of fracture pattern of cylinder 1: 3
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: 13 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4908.6 psi
Compressive strength of cylinder 2: 4978.6 psi
Compressive strength (to nearest 10 psi):4940 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/24/2018