Test 2017-08-16-8-1 (ASTM C39-10) 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 Date8/16/2017 Sample Unique Key8
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 sample2 6x12 concrete cylinders
The quantity of what the sample constitutes2 6x12 concrete cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byClement Last name of sampler or witnessed byChan
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCentral Plant Transportation Laboratory (TL) Numberpier 3 wall
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design numberD15PP562
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected18463754
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedtruck chute Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2017-08-16-8
DIME Test ID: 2017-08-16-8-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-09-13
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 09/13/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 184490 lb
Maximum load on cylinder 2: 180292 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: no data
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 6459.7 psi
Compressive strength of cylinder 2: 6312.7 psi
Compressive strength (to nearest 10 psi):6390 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 09/13/2017