Summary for Test 2015-10-14-7-1

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 Date10/14/2015 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 testing10/19/2015
Sample typeQuality Control A brief description of the sample6x12
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byJUANCHO Last name of sampler or witnessed bySEVILLA
Title of samplerCONSULTANT TECH Telephone number of samplerUnknown
Laboratory sample identification888-SRL102 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHolliday Transportation Laboratory (TL) NumberSRL 102
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier91 CIP
Structure nameBR 6 BENT 3 COL

Material Information

Material TypeConcrete The concrete mix design number3H40H002
The truck number from where the sample was collected191 The batch plant ticket number from where the sample was collected118034774
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 sampledUnknown
From Lot No.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2015-10-14-7
DIME Test ID: 2015-10-14-7-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-11-12

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: 11/11/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 206980 lb
Maximum load on cylinder 2: 199320 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: 29 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 7394.8 psi
Compressive strength of cylinder 2: 7121.1 psi
Compressive strength (to nearest 10 psi):7260 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/12/2015