Test 2014-10-06-2-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 208959
DEA: 04265604
EFIS: 0400000743
COOP: 042390A1
DIST-CO-RTE-PM04-SM-1-40.64/40.95
Work DescriptionREPLACEMENT OF THE EXISTING SAN PEDRO CREEK BRIDGE
Location DescriptionON ROUTE 1 IN SAN MATEO COUNTY
Sample Information
Sample Taken Date10/6/2014 Sample Unique Key2
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 testing10/14/2014
Sample typeVerification A brief description of the sampleConcrete cylinders
The quantity of what the sample constitutes4 From where was the sample collectedOther
First name of sampler or witnessed byBryan Last name of sampler or witnessed byNagid
Title of samplerASR Laboratory sample identification201454
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierUnknown
Structure nameSan Pedro Creek
Material Information
Material TypeConcrete The concrete mix design numberD15PP562
The truck number from where the sample was collected1679 The batch plant ticket number from where the sample was collected18906313
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedFrom the truck Where the material sample would have been placed if not sampledNot set
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2014-10-06-2
DIME Test ID: 2014-10-06-2-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-11-03
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: She Vang
Date of test: 11/03/2014
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: 231425 lb
Maximum load on cylinder 2: 233057 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: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 8186.2 psi
Compressive strength of cylinder 2: 8244.0 psi
Compressive strength (to nearest 10 psi):8220 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/03/2014