Summary for Test 2015-12-22-14-3

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 209950
DEA: 080N56U4
EFIS: 0813000176
DIST-CO-RTE-PM08-SBD-40-R94.7/R99.7
Award Date01/22/2015
Closeout Date09/17/2018
Work DescriptionBRIDGE REPLACEMENTS.
Location DescriptionSAN BERNARDINO COUNTY NEAR ESSEX AT HALLER WASH BRIDGE AT ROJO WASH BRIDGE AND AT CLIPPER VALLEY WASH BRIDGE
QA Service Level1 (Verified on 04/29/2015)

Sample Information

Sample Taken Date12/22/2015 Sample Unique Key14
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 testing12/24/2015
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 byJAY Last name of sampler or witnessed byA
Title of samplerAssistant Structure Representative Telephone number of samplerUnknown
Laboratory sample identification907-R15 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameROBERTSON Transportation Laboratory (TL) NumberR122215
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberRRM15028
The truck number from where the sample was collected1692 The batch plant ticket number from where the sample was collected1309408
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleBATCH PLANT
A detailed description of where the material sample was collectedWHEELBARROW LOAD 8 Where the material sample would have been placed if not sampledDECK
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2015-12-22-14
DIME Test ID: 2015-12-22-14-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-02-19

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: 02/16/2016
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: 229650 lb
Maximum load on cylinder 2: 222140 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: 56 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: 8204.7 psi
Compressive strength of cylinder 2: 7936.4 psi
Compressive strength (to nearest 10 psi): 8070 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/19/2016