Summary for Test 2017-05-25-4-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211237 DEA: 080Q7904 EFIS: 0800020481 |
---|---|
DIST-CO-RTE-PM | 08-SBD-40-R93.1/94.2 |
Award Date | 06/03/2016 |
Closeout Date | 05/03/2018 |
Work Description | REPLACE HOFF WASH BRIDGE (BRIDGE NUMBER 54-0889L/R) |
Location Description | SAN BERNARDINO COUNTY FROM 0.3 MILE WEST TO 0.4 MILE EAST OF HOFF WASH BRIDGE |
QA Service Level | 1 (Verified on 07/01/2016) |
Sample Information
Sample Taken Date | 05/25/2017 | Sample Unique Key | 4 |
---|---|---|---|
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 | 05/30/2017 |
Sample type | Quality Assurance | 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 | SUNNY | Last name of sampler or witnessed by | YANG |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 953-525 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | CEMEX | Transportation Laboratory (TL) Number | 20170525 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | ABUTMENT 3 AND WING WALLS |
Material Information
Material Type | Concrete | The concrete mix design number | 1592266 |
---|---|---|---|
The truck number from where the sample was collected | 5780 | The batch plant ticket number from where the sample was collected | 44464599 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | LOAD 9 | Where the material sample would have been placed if not sampled | abutment 3 and wing walls |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2017-05-25-4
DIME Test ID: 2017-05-25-4-1
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: 2017-06-01
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: 06/01/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 92170 lb
Maximum load on cylinder 2: 90820 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 3238.6 psi
Compressive strength of cylinder 2: 3191.1 psi
Compressive strength (to nearest 10 psi): 3210 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/1/2017 ✔