Test 2020-07-31-6-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Sample Information
Sample Taken Date7/31/2020 Sample Unique Key6
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 testing8/3/2020
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes 2 6x12 Concrete Cylinders From where was the sample collectedManufacturer
First name of sampler or witnessed byMark Patrick Last name of sampler or witnessed byBaddu
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCon-Fab California, LLC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameBeach Lake Bridge
Material Information
Material TypeConcrete The concrete mix design numberVER-75LV
The truck number from where the sample was collected1st The batch plant ticket number from where the sample was collected2020
Concrete batch plantBP1 The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected1st Truck, Bed 6 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-07-31-6
DIME Test ID: 2020-07-31-6-1
Testing Lab: Con-Fab California Corporation - Lathrop
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-08-03
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ferdinand Rosal
Date of test: 08/03/2020
Capped in accordance with?: ASTM C1231
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 138300 lb
Maximum load on cylinder 2: 137000 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 3 days
Cross sectional area of cylinder 1:28.27 in^2
Cross sectional area of cylinder 2:28.27 in^2
Compressive strength (to nearest 10 psi):4870 psi
General comments (publicly viewable) (Max 250 characters):

Test was verified on 08/03/2020