Summary for Test 2018-03-07-2-3
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211797 DEA: 080G8424 EFIS: 0814000184 |
---|---|
DIST-CO-RTE-PM | 08-SBD-15-R107.3 |
Award Date | 12/29/2016 |
Closeout Date | 06/23/2021 |
Work Description | UPGRADE EXISTING SAFETY ROADSIDE REST AREAS (SRRA) |
Location Description | SAN BERNARDINO COUNTY ABOUT 30 MILES EAST OF BARSTOW AT C.V. KANE SAFETY ROADSIDE REST AREA |
QA Service Level | 1 (Verified on 02/08/2017) |
Sample Information
Sample Taken Date | 03/07/2018 | 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 | 03/15/2018 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | KAMAL | Last name of sampler or witnessed by | UDDIN |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 961-6A | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | 6A |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | PICNIC AREA SLABS |
Material Information
Material Type | Concrete | The concrete mix design number | Not Rpovided |
---|---|---|---|
The truck number from where the sample was collected | 1124 | The batch plant ticket number from where the sample was collected | 3325849 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | CHUTE | 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: 2018-03-07-2
DIME Test ID: 2018-03-07-2-3
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: 2019-06-06
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: 04/04/2018
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: 140610 lb
Maximum load on cylinder 2: 144210 lb
Type of fracture pattern of cylinder 1: 3
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: 1
Age of specimen: 28 days
Age of specimen in hours: no data
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: 4973.8 psi
Compressive strength of cylinder 2: 5101.2 psi
Compressive strength (to nearest 10 psi): 5040 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/30/2019 ✔