Test 2019-11-12-16-1 (ASTM C39-17a) 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 Date11/12/2019 Sample Unique Key16
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 testing11/25/2019
Sample typeQuality Assurance A brief description of the sample4X8 CYLINDERS
The quantity of what the sample constitutesTHREE From where was the sample collectedJob Site
First name of sampler or witnessed byH Last name of sampler or witnessed byKYI
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCollected at jobsite Transportation Laboratory (TL) Number281554
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number000000000000
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected0000000000000
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedJobsite Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2019-11-12-16
DIME Test ID: 2019-11-12-16-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-12-10
Test Results

Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 12/10/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 63005 lb
Maximum load on cylinder 2: 63334 lb
Maximum load on cylinder 3: 59654 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.62 in^2
Cross sectional area of cylinder 2: 12.62 in^2
Cross sectional area of cylinder 3: 12.62 in^2
Compressive strength of cylinder 1: 4992.5 psi
Compressive strength of cylinder 2: 5018.5 psi
Compressive strength of cylinder 3: 4726.9 psi
Compressive strength (to nearest 10 psi):4910 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 3

Source: Partner Data Point File
Test graph for Cylinder Code 2 of 3

Source: Partner Data Point File
Test graph for Cylinder Code 3 of 3

Test was verified on 12/10/2019