Test 2015-09-14-3-4 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 209187
DEA: 04235624
EFIS: 0400000678
COOP: 042583
DIST-CO-RTE-PM04-SCL,SM-101-52.0/52.6,0.0/0.6
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSANTA CLARA AND SAN MATEO COUNTIES IN PALO ALTO AND EAST PALO ALTO FROM OREGON EXPRESSWAY OVERCROSSING TO 0.3 MILE SOUTH OF UNIVERSITY AVENUE OVERCROSSING
Sample Information
Sample Taken Date9/14/2015 Sample Unique Key3
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 testing9/15/2015
Sample typeQuality Control A brief description of the sample4 EA 6x12 Compression Cylinder
The quantity of what the sample constitutesOne Day of Concrete Pour From where was the sample collectedJob Site
First name of sampler or witnessed byMark Last name of sampler or witnessed byAlexander
Title of samplerQC Technician Laboratory sample identification150158
The fabricator/manufacturer/facility nameCentral Concrete Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier350348
Structure namePier 2 and 3 Footing
Material Information
Material TypeConcrete The concrete mix design numberD15PP562
The truck number from where the sample was collected1171 The batch plant ticket number from where the sample was collected18088245
Concrete batch plant3 The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedTruck Chute Where the material sample would have been placed if not sampledPier 2 and 3 Footing
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2015-09-14-3
DIME Test ID: 2015-09-14-3-4
Testing Lab: Summit Associates
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-09-22
Test Results

Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Mark Alexander
Date of test: 09/21/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Maximum load on cylinder 1: 91880 lb
Type of fracture pattern of cylinder 1: 4
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Compressive strength of cylinder (to nearest 10 psi):3240 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/22/2015