Test 2017-11-27-1-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 211777
DEA: 04209504
EFIS: 0412000116
DIST-CO-RTE-PM04-MRN,SON-1-50.2/50.5,0.0/0.2
Work DescriptionREPLACE ESTERO BRIDGE AND REALIGN APPROACHING ROADWAY; Bridge No. 27-0121
Location DescriptionMARIN AND SONOMA COUNTIES NEAR VALLEY FORD FROM 0.4 MILE SOUTH OF ESTERO AMERICANO BRIDGE TO 0.2 MILE NORTH OF ESTERO AMERICANO BRIDGE
Sample Information
Sample Taken Date11/27/2017 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 sample6x12 concrete cylinders
The quantity of what the sample constitutes4 cylinders From where was the sample collectedFabricator
First name of sampler or witnessed byRyan Last name of sampler or witnessed byCummings
Title of samplerCALTRANS METS QA INSPECTOR Laboratory sample identification
The fabricator/manufacturer/facility nameConFab Lathrop Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS29-246-17 Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design numberSCC V85-25F
The truck number from where the sample was collected2 The batch plant ticket number from where the sample was collected1332
Concrete batch plantJohnson The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedVoid slabs Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2017-11-27-1
DIME Test ID: 2017-11-27-1-1
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: 2017-12-04
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: 12/04/2017
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: 234535 lb
Maximum load on cylinder 2: 237677 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
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: 7 days
Age of specimen in hours: no data
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: 8267.0 psi
Compressive strength of cylinder 2: 8407.4 psi
Compressive strength (to nearest 10 psi):8340 psi
General comments (publicly viewable) (Max 250 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 12/04/2017