Summary for Test 2015-11-12-12-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 209453
DEA: 080J8504
EFIS: 0800000324
DIST-CO-RTE-PM08-SBD-138-R24.1
Award Date07/01/2014
Closeout Date07/05/2017
Work DescriptionREPLACE EXISTING BRIDGE.
Location DescriptionSAN BERNARDINO COUNTY IN AND NEAR HESPERIA AT HORSETHIEF CREEK BRDIGE
QA Service Level1 (Verified on 04/16/2014)

Sample Information

Sample Taken Date11/12/2015 Sample Unique Key12
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 testing12/07/2015
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 byMD Last name of sampler or witnessed byRAHMAN
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification901-03A Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHolliday Rock Transportation Laboratory (TL) Number789103A
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierHORSETHIEF CREEK BR REPLACE
Structure nameSTAGE2 PILE2 AT BENT 3

Material Information

Material TypeConcrete The concrete mix design number4F50X001
The truck number from where the sample was collected233 The batch plant ticket number from where the sample was collected109001076
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedMIXER 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: 2015-11-12-12
DIME Test ID: 2015-11-12-12-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-12-11

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: 12/10/2015
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: 121800 lb
Maximum load on cylinder 2: 119340 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: 28 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: 4279.7 psi
Compressive strength of cylinder 2: 4193.3 psi
Compressive strength (to nearest 10 psi):4240 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/11/2015