Summary for Test 2018-10-12-14-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 213002
DEA: 042640N4
EFIS: 0412000649
DIST-CO-RTE-PM04-MRN,SON-101-MRN27.0/27.6SON0.0/4.5
Award Date04/09/2018
Closeout Date03/12/2021
Work DescriptionCONSTRUCT HOV LANES
Location DescriptionMARIN AND SONOMA COUNTIES IN AND NEAR PETALUMA FROM 0.6 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE TO 0.3 MILE SOUTH OF EAST WASHINGTON STREET OVER CROSSING
QA Service Level1 (Verified on 04/13/2018)

Sample Information

Sample Taken Date10/12/2018 Sample Unique Key14
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 testing10/26/2018
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes6x12 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byMelvin Last name of sampler or witnessed byDumlao
Title of samplerAssistant Structure Representative Telephone number of sampler1-707-333-4263
Laboratory sample identificationNone Linked DIME Sample ID
The fabricator/manufacturer/facility nameShamrock Materials Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierRetaining Wall 123
Structure nameRW 123

Material Information

Material TypeConcrete The concrete mix design number4201A
The truck number from where the sample was collected1412 The batch plant ticket number from where the sample was collected470629
Concrete batch plantShamrock Materials The fabricator/manufacturer designation for the sampleShamrock Materials
A detailed description of where the material sample was collectedtruck chute Where the material sample would have been placed if not sampledFooting
From Lot No.1 Bag Lot No.1

Test Details

DIME Sample ID: 2018-10-12-14
DIME Test ID: 2018-10-12-14-1
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: 2018-11-09

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 11/09/2018
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: 158435 lb
Maximum load on cylinder 2: 166413 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: 1
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: 5566.9 psi
Compressive strength of cylinder 2: 5847.3 psi
Compressive strength (to nearest 10 psi):5710 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 11/9/2018