Summary for Test 2018-01-04-17-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211855 DEA: 081E6504 EFIS: 0814000059 |
---|---|
DIST-CO-RTE-PM | 08-RIV-60-R0.0/7.5 |
Award Date | 12/29/2016 |
Closeout Date | 06/23/2021 |
Work Description | INSTALL DOUBLE LUMINAIRE LIGHTINGS AND UPGRADE EXISTING LIGHTINGS |
Location Description | RIVERSIDE COUNTY FROM SAN BERNARDINO COUNTY LINE TO VALLEY WAY UNDERCROSSING |
QA Service Level | 1 (Verified on 04/07/2017) |
Sample Information
Sample Taken Date | 01/04/2018 | Sample Unique Key | 17 |
---|---|---|---|
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 | 01/08/2018 |
Sample type | Quality Assurance | A brief description of the sample | Concrete 6 x 12 |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Edwin | Last name of sampler or witnessed by | Edles |
Title of sampler | TE | Telephone number of sampler | Unknown |
Laboratory sample identification | 970-214 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | CEMEX | Transportation Laboratory (TL) Number | 11214 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | LUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 269 PLUS 20 |
Structure name | LUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 269 PLUS 20 |
Material Information
Material Type | Concrete | The concrete mix design number | 1518590 |
---|---|---|---|
The truck number from where the sample was collected | 1 | The batch plant ticket number from where the sample was collected | np |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | LUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 269 PLUS 20 | Where the material sample would have been placed if not sampled | LUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 269 PLUS 20 |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-01-04-17
DIME Test ID: 2018-01-04-17-2
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: 2018-01-19
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 01/18/2018
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: 101725 lb
Maximum load on cylinder 2: 105105 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: 1
Age of specimen: 14 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: 3598.3 psi
Compressive strength of cylinder 2: 3717.9 psi
Compressive strength (to nearest 10 psi): 3660 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/19/2018 ✔