Summary for Test 2023-11-21-70-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 993551 DEA: 07279124 EFIS: 0715000076 |
---|---|
DIST-CO-RTE-PM | 07-LA-57-60-R4.3/R4.5 |
Award Date | 01/12/2023 |
Closeout Date | Not set |
Work Description | STATE ROUTE 57 and 60 HIGHWAYS CONFLUENCE CHOKEPOINT RELIEF PROJECT PHASE II |
Location Description | CITY of DIAMOND BAR and CITY of INDUSTRY LOS ANGELES COUNTY, CALIFORNIA |
QA Service Level | 2 (Verified on 02/04/2022) |
Sample Information
Sample Taken Date | 11/21/2023 | Sample Unique Key | 70 |
---|---|---|---|
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 | 12/29/2023 |
Sample type | Quality Control | A brief description of the sample | TYPE II/V |
The quantity of what the sample constitutes | 5.50 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | JOEY | Last name of sampler or witnessed by | BUCKLER |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | CEMEX-REDLANDS | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 1611831 |
---|---|---|---|
The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 31024142 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | SAMPLEFROM WHEELBARROW | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-11-21-70
DIME Test ID: 2023-11-21-70-1
Testing Lab: Surecast West
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-01-31
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Cody Coppins
Date of test: 12/29/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 77180 lb
Maximum load on cylinder 2: 76110 lb
Maximum load on cylinder 3: 75840 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1
Age of specimen: 38 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 6070 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/31/2024 ✔