Summary for Test 2017-09-14-17-2
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 | 09/14/2017 | Sample Unique Key | 17 |
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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 testing | 09/15/2017 |
Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 4 cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Schmitz |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Central Plant | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | D101C5E1 |
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The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 18483711 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Bridge Deck North End | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2017-09-14-17
DIME Test ID: 2017-09-14-17-2
Testing Lab: Twining, Incorporated - Sacramento
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-03-02
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Chris Thomas
Date of test: 10/12/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 158900 lb
Maximum load on cylinder 2: 152840 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 28 days
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): 5510 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/23/2018 ✔