Summary for Test 2014-10-06-2-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 208959 DEA: 04265604 EFIS: 0400000743 COOP: 042390A1 |
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DIST-CO-RTE-PM | 04-SM-1-40.64/40.95 |
Award Date | 03/10/2014 |
Closeout Date | 01/29/2018 |
Work Description | REPLACEMENT OF THE EXISTING SAN PEDRO CREEK BRIDGE |
Location Description | ON ROUTE 1 IN SAN MATEO COUNTY |
QA Service Level | 1 (Verified on 03/25/2014) |
Sample Information
Sample Taken Date | 10/06/2014 | Sample Unique Key | 2 |
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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 | 10/14/2014 |
Sample type | Verification | A brief description of the sample | Concrete cylinders |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Other |
First name of sampler or witnessed by | Bryan | Last name of sampler or witnessed by | Nagid |
Title of sampler | ASR | Telephone number of sampler | 510-385-6910 |
Laboratory sample identification | 201454 | Linked DIME Sample ID | 0 |
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Unknown | |
Structure name | San Pedro Creek |
Material Information
Material Type | Concrete | The concrete mix design number | D15PP562 |
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The truck number from where the sample was collected | 1679 | The batch plant ticket number from where the sample was collected | 18906313 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | From the truck | Where the material sample would have been placed if not sampled | Not set |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2014-10-06-2
DIME Test ID: 2014-10-06-2-1
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: 2014-11-03
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: She Vang
Date of test: 11/03/2014
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: 231425 lb
Maximum load on cylinder 2: 233057 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: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 8186.2 psi
Compressive strength of cylinder 2: 8244.0 psi
Compressive strength (to nearest 10 psi): 8220 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/3/2014 ✔