Test 2017-01-28-5-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 210695
DEA: 080K2924
EFIS: 0812000099
DIST-CO-RTE-PM08-SBD-10-32.9/R37.4
Work DescriptionREPLACE EXISTING (PCCP) WITH (RSCP).
Location DescriptionIN/NEAR REDLANDS FROM 0.2 MILE W/O FORD STREET TO 0.4 MILE E/O LIVEOAK CANYON ROAD.
Sample Information
Sample Taken Date1/28/2017 Sample Unique Key5
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 testing1/30/2017
Sample typeQuality Control A brief description of the sample6X12
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byRMA Last name of sampler or witnessed byRMA
Title of samplerUnknown Laboratory sample identification945-16-4
The fabricator/manufacturer/facility nameSHORT LOAD CONCRETE Transportation Laboratory (TL) Number16-4
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier10WB LN4 697 673 LN3 STA647 637
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberCTS 30 RAM
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedNP
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedNP Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2017-01-28-5
DIME Test ID: 2017-01-28-5-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-02-13
Test Results

Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 02/04/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 6.00 in
Average diameter of cylinder 5: 6.00 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 99560 lb
Maximum load on cylinder 2: 99670 lb
Maximum load on cylinder 3: 103820 lb
Maximum load on cylinder 4: 104330 lb
Maximum load on cylinder 5: 100320 lb
Maximum load on cylinder 6: 100780 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 3
Type of fracture pattern of cylinder 4: 3
Type of fracture pattern of cylinder 5: 2
Type of fracture pattern of cylinder 6: 3
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: no data
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Correction factor for cylinder 5: no data
Correction factor for cylinder 6: no data
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.27 in^2
Cross sectional area of cylinder 5: 28.27 in^2
Cross sectional area of cylinder 6: 28.27 in^2
Compressive strength of cylinder 1: 3521.8 psi
Compressive strength of cylinder 2: 3525.6 psi
Compressive strength of cylinder 3: 3672.4 psi
Compressive strength of cylinder 4: 3690.5 psi
Compressive strength of cylinder 5: 3548.6 psi
Compressive strength of cylinder 6: 3564.9 psi
Compressive strength (to nearest 10 psi):3590 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/13/2017