Test 2016-12-14-10-3 (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 Date12/14/2016 Sample Unique Key10
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 testing12/19/2016
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylindes
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byELIAS Last name of sampler or witnessed byHAMEL
Title of samplerTET Laboratory sample identification888SRL385
The fabricator/manufacturer/facility nameJobsite Transportation Laboratory (TL) Number888SRL385
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure name91 CIP
Material Information
Material TypeConcrete The concrete mix design number3H40H002
The truck number from where the sample was collected250 The batch plant ticket number from where the sample was collected118057319
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLOAD 1 Where the material sample would have been placed if not sampledBRIDGE 28 BENT 8
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-12-14-10
DIME Test ID: 2016-12-14-10-3
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-01-11
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: 01/11/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 198470 lb
Maximum load on cylinder 2: 198250 lb
Type of fracture pattern of cylinder 1: 3
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 6973.6 psi
Compressive strength of cylinder 2: 7012.7 psi
Compressive strength (to nearest 10 psi):6990 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/11/2017