Test 2016-10-14-4-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 209217
DEA: 080F5404
EFIS: 0800000136
COOP: 081468
DIST-CO-RTE-PM08-RIV-91,15-0.0/13.04, 35.64/45.14
Work DescriptionSR-91 Corridor Improvement Project: Develop approx. 8 miles of tolled express lanes and related improvements within SR 91 between the Riverside/Orange County line and I-15, including transition areas.
Location Description08-RIV-91-0.0/13.04; 12-ORA-91-R14.43/R18.91; 08-RIV-15-35.64/45.14
Sample Information
Sample Taken Date10/14/2016 Sample Unique Key4
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 testing10/18/2016
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 byANH Last name of sampler or witnessed byNGUYEN
Title of samplerTET Laboratory sample identification888-SRL334
The fabricator/manufacturer/facility nameHolliday Rock Chino Transportation Laboratory (TL) NumberSRL334
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNP
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberCM5640
The truck number from where the sample was collected287 The batch plant ticket number from where the sample was collected118054424
Concrete batch plantNP The fabricator/manufacturer designation for the sampleNP
A detailed description of where the material sample was collectedLOAD 15 Where the material sample would have been placed if not sampledBR 24 FRAME 2 STEM AND SOFFIT 3
From Lot No.NP Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-10-14-4
DIME Test ID: 2016-10-14-4-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-10-28
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: 10/28/2016
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: 138560 lb
Maximum load on cylinder 2: 140740 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 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
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: 4884.0 psi
Compressive strength of cylinder 2: 4960.9 psi
Compressive strength (to nearest 10 psi):4920 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/28/2016