Summary for Test 2016-08-15-7-1

Test performed: ASTM C39-17a

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 Date03/15/2018
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 Date08/15/2016 Sample Unique Key7
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 testing08/15/2016
Sample typeQuality Assurance A brief description of the sample6X12
The quantity of what the sample constitutes5 From where was the sample collectedJob Site
First name of sampler or witnessed byAHN Last name of sampler or witnessed byNGUYEN
Title of samplerTET Telephone number of samplerUnknown
Laboratory sample identification888-SRL287 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHOLLIDAY Transportation Laboratory (TL) NumberSRL 287
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier91 CIP
Structure nameBR 21 AND 23 APPROACH SLAB

Material Information

Material TypeConcrete The concrete mix design numberCM5635
The truck number from where the sample was collected241 The batch plant ticket number from where the sample was collected118051398
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLOAD 7 Where the material sample would have been placed if not sampledBR 21 AND 23 APPROACH SLAB
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-08-15-7
DIME Test ID: 2016-08-15-7-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-08-29

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: 08/29/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 126300 lb
Maximum load on cylinder 2: 127470 lb
Type of fracture pattern of cylinder 1: 1
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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4437.8 psi
Compressive strength of cylinder 2: 4478.9 psi
Compressive strength (to nearest 10 psi):4460 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/29/2016