Summary for Test 2015-03-23-3-3

Test performed: CTM 521-November 2014

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
Award Date09/09/2013
Closeout DateNot set
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
QA Service Level1 (Verified on 08/07/2014)

Sample Information

Sample Taken Date03/23/2015 Sample Unique Key3
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 testing03/26/2015
Sample typeQuality Control A brief description of the sampleConcrete Cylinders
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byE Last name of sampler or witnessed byHamel
Title of samplerTET Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility namesite Transportation Laboratory (TL) Numbersrl32
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numbercm5634
The truck number from where the sample was collecteddr259 The batch plant ticket number from where the sample was collected118021214
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedmse 130 couping slab Where the material sample would have been placed if not sampledNot set
From Lot No.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2015-03-23-3
DIME Test ID: 2015-03-23-3-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2015-05-04

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: 05/04/2015
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 169210 lb
Maximum load on cylinder 2: 163520 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
Age of specimen: 42 days
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: 6023.9 psi
Compressive strength of cylinder 2: 5821.3 psi
Compressive strength (to nearest 10 psi): 5920 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/4/2015