Summary for Test 2016-07-08-17-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 210541
DEA: 044S2204
EFIS: 0400001217
DIST-CO-RTE-PM04-MRN-1-11.0
Award Date08/05/2015
Closeout Date12/22/2017
Work DescriptionCONSTRUCT RETAINING WALL, ROAD, DRAINAGE, AND LANDSCAPE.
Location DescriptionMARIN COUNTY NEAR STINSON BEACH AT 1.2 MILES SOUTH OF NORTH PANORAMIC HIGHWAY
QA Service Level1 (Verified on 09/17/2015)

Sample Information

Sample Taken Date07/08/2016 Sample Unique Key17
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 testing07/19/2016
Sample typeAcceptance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byJanine Last name of sampler or witnessed byMarr
Title of samplerTE Civil Telephone number of sampler5103856764
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameShamrock Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierDipsea Trail Wall
Structure nameDipsea Trail Wall

Material Information

Material TypeConcrete The concrete mix design number4100A
The truck number from where the sample was collected0 The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plant01 The fabricator/manufacturer designation for the sampleGhilotti Construction
A detailed description of where the material sample was collectedBack of Truck Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-07-08-17
DIME Test ID: 2016-07-08-17-1
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: 2016-08-05

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 08/05/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 156852 lb
Maximum load on cylinder 2: 163854 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 5603.9 psi
Compressive strength of cylinder 2: 5854.0 psi
Compressive strength (to nearest 10 psi):5730 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 2

Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2

Test was verified on 8/5/2016