Summary for Test 2015-10-13-12-4

Test performed: ASTM C39-17a

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
Award Date04/28/2015
Closeout Date01/08/2020
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
QA Service Level1 (Verified on 12/11/2013)

Sample Information

Sample Taken Date10/13/2015 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 testing10/14/2015
Sample typeQuality Control A brief description of the sample4 EA 6x12 Compression Cylinder
The quantity of what the sample constitutesOne Sample Every 100 CY 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 Telephone number of sampler5106141044
Laboratory sample identification150177 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCentral Concrete Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier350348
Structure nameBridge Deck

Material Information

Material TypeConcrete The concrete mix design numberD15PP562
The truck number from where the sample was collected1244 The batch plant ticket number from where the sample was collected18106021
Concrete batch plantUnknown 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 sampledBridge Deck
From Lot No.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2015-10-13-12
DIME Test ID: 2015-10-13-12-4
Testing Lab: Summit Associates
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-01-13

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: 10/19/2015
Capped in accordance with?: ASTM C1231
Average diameter of cylinder 1: 6.00 in
Maximum load on cylinder 1: 108940 lb
Type of fracture pattern of cylinder 1: 5
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 6 days
Age of specimen in hours: no data
Compressive strength of cylinder (to nearest 10 psi):3850 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/13/2016