Summary for Test 2014-10-07-10-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 7463
DEA: 042640U4
EFIS: 0412000195
DIST-CO-RTE-PM04-SON-101-0.9/3.6
Award Date11/02/2012
Closeout Date06/03/2020
Work DescriptionCONSTRUCT PETALUMA BLVD SOUTH INTERCHANGE, REPLACE PETALUMA RIVER BR
Location DescriptionSONOMA COUNTY IN AND NEAR PETALUMA FROM GUNN DRIVE TO ROUTE 101/116 SEPARATION AND OVERHEAD
QA Service Level1 (Verified on 09/11/2012)

Sample Information

Sample Taken Date10/07/2014 Sample Unique Key10
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 testing10/24/2014
Sample typeQuality Control A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes2 From where was the sample collectedOther
First name of sampler or witnessed byPhil Last name of sampler or witnessed byLatasa
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification258385 Linked DIME Sample ID0
The fabricator/manufacturer/facility nameJobsite Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier000000000000000
Structure name000000000000

Material Information

Material TypeConcrete The concrete mix design number00000000000
The truck number from where the sample was collected00000000000000000 The batch plant ticket number from where the sample was collected0000000000000000000000
Concrete batch plant0000000000000000 The fabricator/manufacturer designation for the sample00000000000000000000
A detailed description of where the material sample was collectedJobsite 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: 2014-10-07-10
DIME Test ID: 2014-10-07-10-1
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: 2014-11-04

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: 11/04/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 141609 lb
Maximum load on cylinder 2: 144518 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): Cyl.#2 diameters are not in comp. w/ ASTM C39
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: 28.46 in^2
Compressive strength of cylinder 1: 5009.2 psi
Compressive strength of cylinder 2: 5077.9 psi
Compressive strength (to nearest 10 psi): 5040 psi
General comments (publicly viewable) (Max 1000 characters): Cyl. #2 ave. diameters are not within 2% req.

Test was verified on 11/4/2014