Summary for Test 2017-06-05-13-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 211853
DEA: 042G8904
EFIS: 0400021259
DIST-CO-RTE-PM04-MRN-1-8.0
Award Date02/09/2017
Closeout Date12/22/2017
Work DescriptionSOLDIER PILE WALL WITH TIEBACKS AND EMBANKMENT CONFINED SYSTEM.
Location DescriptionMARIN COUNTY NEAR MUIR BEACH AT 2.1 MILES NORTH OF MUIR WOODS ROAD
QA Service Level1 (Verified on 03/15/2017)

Sample Information

Sample Taken Date06/05/2017 Sample Unique Key13
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing06/16/2017
Sample typeQuality Assurance A brief description of the sample6X12 cylinders
The quantity of what the sample constitutes2 6x12 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byJanine Last name of sampler or witnessed bymarr
Title of samplerTransportation Engineer Telephone number of sampler1-510-385-6764
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameShamrock Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design number4201a
The truck number from where the sample was collected1208 The batch plant ticket number from where the sample was collected154359
Concrete batch plant154359 The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedBack of the truck Chute Where the material sample would have been placed if not sampledSoldier Pile Wall
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2017-06-05-13
DIME Test ID: 2017-06-05-13-1
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: 2017-07-03

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 07/03/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 134573 lb
Maximum load on cylinder 2: 137628 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: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4743.5 psi
Compressive strength of cylinder 2: 4868.3 psi
Compressive strength (to nearest 10 psi):4810 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 7/3/2017