Summary for Test 2014-06-24-8159571-3

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 209175
DEA: 030F2204
EFIS: 0300000072
DIST-CO-RTE-PM03-ED-50-R30.7/R31.7
Award Date02/25/2014
Closeout Date07/30/2015
Work DescriptionREPLACE BRIDGE.
Location DescriptionSLY PARK UNDERCROSSING
QA Service Level1 (Verified on 11/01/2013)

Sample Information

Sample Taken Date06/24/2014 Sample Unique Key8159571
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 testing06/25/2014
Sample typeVerification A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 6x12 concrete cylinders From where was the sample collectedOther
First name of sampler or witnessed byAlfredo Last name of sampler or witnessed byCarranza
Title of samplerASR Telephone number of sampler(916) 203-5039
Laboratory sample identificationNot set Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameJobsite Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier25-0150
Structure nameSly Park Rd UC

Material Information

Material TypeConcrete The concrete mix design numberF628AFST0
The truck number from where the sample was collected19 The batch plant ticket number from where the sample was collected1045056
Concrete batch plant1A The fabricator/manufacturer designation for the sampleNot set
A detailed description of where the material sample was collectedDischarge from concrete truck into wheelbarrow Where the material sample would have been placed if not sampledAbutment 2 wingwall/retaining wall footing
From Lot No.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2014-06-24-8159571
DIME Test ID: 2014-06-24-8159571-3
Testing Lab: CT D03 - Sacramento Structures Construction Sanders Construction Field Office
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-07-23

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Brian Ewing
Date of test: 07/22/2014
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: 123235 lb
Maximum load on cylinder 2: 121618 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: 28 days
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: 4330.1 psi
Compressive strength of cylinder 2: 4273.3 psi
Compressive strength (to nearest 10 psi):4300 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/23/2014