Test 2018-01-11-6-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 210618
DEA: 06342534
EFIS: 0600000382
COOP: 061616A2
DIST-CO-RTE-PM06-FRE-180-R74.1/R78.6
Work DescriptionCONSTRUCT SEGMENT 3 OF KINGS CANYON EXPRESSWAY
Location DescriptionFRESNO COUNTY ABOUT 8.4 MILES EAST OF FRESNO FROM 0.7 MILE WEST OF SMITH AVENUE TO 0.7 MILE EAST OF FRANKWOOD AVENUE
Sample Information
Sample Taken Date1/11/2018 Sample Unique Key6
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 testing1/12/2018
Sample typeQuality Assurance A brief description of the sample6X12 Concrete Cylinder
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 samplerQA Laboratory sample identification
The fabricator/manufacturer/facility nameConfab Shafter Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS29-004-18 Structure unique identifier
Structure nameChina Slough
Material Information
Material TypeConcrete The concrete mix design numberSCC-S90-25F
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected31237
Concrete batch plantShafter The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedCasting Bed Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2018-01-11-6
DIME Test ID: 2018-01-11-6-1
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: 2018-01-18
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: 01/18/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 250454 lb
Maximum load on cylinder 2: 257592 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: 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: 28.46 in^2
Compressive strength of cylinder 1: 8828.1 psi
Compressive strength of cylinder 2: 9051.0 psi
Compressive strength (to nearest 10 psi):8940 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 01/18/2018