Test 2016-09-10-1-1 (ASTM C39-10) 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 Date9/10/2016 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 testing9/12/2016
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
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 identification945-8-1
The fabricator/manufacturer/facility nameJobsite Transportation Laboratory (TL) Number945-8-1
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
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 collectedUnknown
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedDischard fron concrete truck into wheelbarrow. Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-09-10-1
DIME Test ID: 2016-09-10-1-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-09-17
Test Results

Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 09/17/2016
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: 41980 lb
Maximum load on cylinder 2: 41840 lb
Maximum load on cylinder 3: 42250 lb
Maximum load on cylinder 4: 42740 lb
Maximum load on cylinder 5: 42450 lb
Maximum load on cylinder 6: 43170 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 2
Type of fracture pattern of cylinder 5: 3
Type of fracture pattern of cylinder 6: 2
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
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: 1485.0 psi
Compressive strength of cylinder 2: 1480.0 psi
Compressive strength of cylinder 3: 1494.5 psi
Compressive strength of cylinder 4: 1511.9 psi
Compressive strength of cylinder 5: 1501.6 psi
Compressive strength of cylinder 6: 1527.1 psi
Compressive strength (to nearest 10 psi):1500 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/17/2016