Test 2016-12-06-1-4 (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 Date12/6/2016 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 testing12/13/2016
Sample typeQuality Control A brief description of the sample6x12
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed bypaul Last name of sampler or witnessed byshrestha
Title of samplerCONSULTANT TECH Laboratory sample identification888-SRL 378
The fabricator/manufacturer/facility nameHolliday Rock Transportation Laboratory (TL) Number888-SRL378
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier91 CIP
Structure nameBR 24 FRAME 3 DECK 2
Material Information
Material TypeConcrete The concrete mix design numberCM 5642
The truck number from where the sample was collected604 The batch plant ticket number from where the sample was collected118056823
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLOAD 29 Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-12-06-1
DIME Test ID: 2016-12-06-1-4
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-01-03
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: 01/03/2017
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: 160160 lb
Maximum load on cylinder 2: 160430 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: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5645.4 psi
Compressive strength of cylinder 2: 5654.9 psi
Compressive strength (to nearest 10 psi):5650 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/03/2017