Summary for Test 2016-11-03-9-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211068 DEA: 080N5504 EFIS: 0800020102 |
---|---|
DIST-CO-RTE-PM | 08-SBD-40-R105.2/R106.5 |
Award Date | 04/21/2016 |
Closeout Date | 08/09/2018 |
Work Description | REPLACE THE LEFT WATSON WASH BRIDGE N0. 0805L |
Location Description | Not set |
QA Service Level | 1 (Verified on 05/10/2016) |
Sample Information
Sample Taken Date | 11/03/2016 | Sample Unique Key | 9 |
---|---|---|---|
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 | 11/07/2016 |
Sample type | Quality Control | A brief description of the sample | 6X12 |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | LEONARD | Last name of sampler or witnessed by | ROMERO |
Title of sampler | Structure Rep | Telephone number of sampler | Unknown |
Laboratory sample identification | 947-SRL 5 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | CEMEX | Transportation Laboratory (TL) Number | SRL5 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | WATSON WASH BRIDGE |
Structure name | PIER 6 CIDH |
Material Information
Material Type | Concrete | The concrete mix design number | NP |
---|---|---|---|
The truck number from where the sample was collected | 35842 | The batch plant ticket number from where the sample was collected | 44313084 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | LOAD 3 | 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: 2016-11-03-9
DIME Test ID: 2016-11-03-9-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-11-28
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 11/24/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 1 lb
Maximum load on cylinder 2: 131480 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: no data
Age of specimen: 22 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4650.9 psi
Compressive strength of cylinder 2: 4619.8 psi
Compressive strength (to nearest 10 psi): 4640 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/28/2016 ✔