Test 2019-07-12-1-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 213002
DEA: 042640N4
EFIS: 0412000649
DIST-CO-RTE-PM04-MRN,SON-101-MRN27.0/27.6SON0.0/4.5
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
Sample Information
Sample Taken Date7/12/2019 Sample Unique Key1
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 testingNot set
Sample typeQuality Assurance A brief description of the sample2 6x12 concrete cylinders
The quantity of what the sample constitutes98 CY From where was the sample collectedJob Site
First name of sampler or witnessed byP Last name of sampler or witnessed byLatasa
Title of samplerTEC Laboratory sample identification
The fabricator/manufacturer/facility nameShamrock Materials Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameRW97
Material Information
Material TypeConcrete The concrete mix design number4201A
The truck number from where the sample was collected1448 The batch plant ticket number from where the sample was collected479299
Concrete batch plantShamrock Materials The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedCHUTE FROM TRUCK Where the material sample would have been placed if not sampledRW97
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2019-07-12-1
DIME Test ID: 2019-07-12-1-1
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: 2019-08-09
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: 08/09/2019
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: 141023 lb
Maximum load on cylinder 2: 141666 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: 28.45 in^2
Cross sectional area of cylinder 2: 28.45 in^2
Compressive strength of cylinder 1: 4956.9 psi
Compressive strength of cylinder 2: 4979.5 psi
Compressive strength (to nearest 10 psi):4970 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 08/09/2019