Summary for Test 2017-08-18-9-4

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 210696
DEA: 080M2804
EFIS: 0800000472
Award Date11/04/2015
Closeout Date08/21/2018
Location DescriptionIn SBD County
QA Service Level1 (Verified on 10/19/2015)

Sample Information

Sample Taken Date08/18/2017 Sample Unique Key9
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 testing08/25/2017
Sample typeQuality Assurance A brief description of the sample6x12
The quantity of what the sample constitutes14 From where was the sample collectedJob Site
First name of sampler or witnessed byAmber Last name of sampler or witnessed byChristian
Title of samplerARE Telephone number of samplerUnknown
Laboratory sample identification942-009 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCALPORTLAND Transportation Laboratory (TL) Number009
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier541308l

Material Information

Material TypeConcrete The concrete mix design numberP40AF0233SRA
The truck number from where the sample was collected8145 The batch plant ticket number from where the sample was collecteds513039
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedTRUCK Where the material sample would have been placed if not sampledCENDA DITCH BRIDGE 541308l stage 2 bridge deck
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2017-08-18-9
DIME Test ID: 2017-08-18-9-4
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: 2017-09-15

Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 09/15/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 102970 lb
Maximum load on cylinder 2: 102810 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: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3642.4 psi
Compressive strength of cylinder 2: 3636.7 psi
Compressive strength (to nearest 10 psi): 3640 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/15/2017