Summary for Test 2015-10-13-2-3
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209187 DEA: 04235624 EFIS: 0400000678 COOP: 042583 |
|---|---|
| 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 | 10/13/2015 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 10/16/2015 |
| Sample type | Verification | A brief description of the sample | 6 6x12 Concrete Cylinders |
| The quantity of what the sample constitutes | 6 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 | Unknown | Telephone number of sampler | 650-222-7514 |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Central Plant | Transportation Laboratory (TL) Number | 02 |
| 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 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 18106021 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | truck chute | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-10-13-2
DIME Test ID: 2015-10-13-2-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-10-27
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mullins
Date of test: 10/27/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 146332 lb
Maximum load on cylinder 2: 142364 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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5158.0 psi
Compressive strength of cylinder 2: 5035.9 psi
Compressive strength (to nearest 10 psi): 5100 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 10/27/2015 ✔