Summary for Test 2020-11-06-4-4
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
---|---|
DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
Award Date | 06/06/2018 |
Closeout Date | Not set |
Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
Location Description | LA/SBD County Line to PM 13.2 near I-15 |
QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
Sample Taken Date | 11/06/2020 | 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 | 11/09/2020 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 |
The quantity of what the sample constitutes | 8 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | RAMY | Last name of sampler or witnessed by | MAKAIL |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 1015-755 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | cemex | Transportation Laboratory (TL) Number | 145755 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 1610974 |
---|---|---|---|
The truck number from where the sample was collected | NOT PROVIDED | The batch plant ticket number from where the sample was collected | NOT PROVIDED |
Concrete batch plant | NOT PROVIDED | The fabricator/manufacturer designation for the sample | NOT PROVIDED |
A detailed description of where the material sample was collected | EUCLID AVE OC BENT 2 COLUMN | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-11-06-4
DIME Test ID: 2020-11-06-4-4
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: 2020-12-28
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: JOSE GUZMAN
Date of test: 12/18/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 158670 lb
Maximum load on cylinder 2: 156350 lb
Type of fracture pattern of cylinder 1: 2
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: 1
Age of specimen: 42 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5592.9 psi
Compressive strength of cylinder 2: 5530.6 psi
Compressive strength (to nearest 10 psi): 5560 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/28/2020 ✔