Test 2016-05-06-2-3 (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 Date5/6/2016 Sample Unique Key2
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 testing5/9/2016
Sample typeQuality Assurance 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 byJUANCHO Last name of sampler or witnessed bySEVILLA
Title of samplerCONSULTANT Laboratory sample identification888-SRL179
The fabricator/manufacturer/facility nameHOLLIDAY ROCK Transportation Laboratory (TL) NumberSRL 179
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberCM5642
The truck number from where the sample was collected358 The batch plant ticket number from where the sample was collected118046443
Concrete batch plantUnknown The fabricator/manufacturer designation for the samplePLANT
A detailed description of where the material sample was collectedLOAD 3 Where the material sample would have been placed if not sampledBR 10 FRAME 2 DECK POUR 2
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-05-06-2
DIME Test ID: 2016-05-06-2-3
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-06-03
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: 06/03/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 170390 lb
Maximum load on cylinder 2: 178160 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 1
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: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 6065.9 psi
Compressive strength of cylinder 2: 6342.5 psi
Compressive strength (to nearest 10 psi):6200 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/03/2016