Summary for Test 2017-08-16-9-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 209187 DEA: 04235624 EFIS: 0400000678 COOP: 042583 |
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DIST-CO-RTE-PM | 04-SCL,SM-101-52.0/52.6,0.0/0.6 |
Award Date | 04/28/2015 |
Closeout Date | 01/08/2020 |
Work Description | BRIDGE REPLACEMENT |
Location Description | SANTA 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 Level | 1 (Verified on 12/11/2013) |
Sample Information
Sample Taken Date | 08/16/2017 | Sample Unique Key | 9 |
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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 testing | Not set |
Sample type | Quality Assurance | A brief description of the sample | 2 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 6x12 concrete cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Clement | Last name of sampler or witnessed by | Chan |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Central Plant | Transportation Laboratory (TL) Number | pier 4 wall |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | D15PP562 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 18463916 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | truck chute | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2017-08-16-9
DIME Test ID: 2017-08-16-9-1
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: 6.05 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 141883 lb
Maximum load on cylinder 2: 144784 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: 1.00
Correction factor for cylinder 2: 0.00
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.75 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4,935.1 psi
Compressive strength of cylinder 2: 5,087.3 psi
Compressive strength (to nearest 10 psi): 5010 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 9/13/2017 ✔