Test 2020-10-22-12-2 (ASTM C39-18) Summary

Project Information
Project IdentifiersProject ID: 213653
DEA: 044G8204
EFIS: 0413000049
DIST-CO-RTE-PM04-MRN-101-10.6/10.8
Work DescriptionREPLACE SAN RAFAEL HARBOR BRIDGE (ABC)
Location DescriptionMARIN COUTY, IN SAN RAFAEL, FROM ROUTE 101 NORTHBOUND OFF-RAMP TO 2ND STREET
Sample Information
Sample Taken Date10/22/2020 Sample Unique Key12
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 testing10/23/2020
Sample typeQuality Control A brief description of the sample1 inch Rock cement and slag mix
The quantity of what the sample constitutes3.3 CY From where was the sample collectedManufacturer
First name of sampler or witnessed byESTUARDO Last name of sampler or witnessed byRAMIREZ
Title of samplerQCM Laboratory sample identification
The fabricator/manufacturer/facility nameKIE-CON, INC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure namePRECAST MOCK UP
Material Information
Material TypeConcrete The concrete mix design numberK4500x
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected108214
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedconcrete sample from wheelb barrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-10-22-12
DIME Test ID: 2020-10-22-12-2
Testing Lab: Kie-Con, Inc.
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-03-15
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Danny Crane
Date of test: 11/18/2020
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617/CTM521
Maximum load on cylinder 1: 275210 lb
Maximum load on cylinder 2: 262680 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: 27 days
Age of specimen in hours: 654 hours
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):9510 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/15/2021