Summary for Test 2022-11-18-67-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 994087 DEA: 051G4104 EFIS: 0515000012 |
---|---|
DIST-CO-RTE-PM | 05-SB-101-4.0/4.8 |
Award Date | 08/01/2022 |
Closeout Date | Not set |
Work Description | Santa Claus Lane Bike Path - !!Charge time to 05-0N72U4 per Project Manager / Corridor Manager!! |
Location Description | !!Charge time to 05-0N72U4 per Project Manager / Corridor Manager!! |
QA Service Level | 1 (Verified on 07/25/2022) |
Sample Information
Sample Taken Date | 11/18/2022 | Sample Unique Key | 67 |
---|---|---|---|
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 | 12/30/2022 |
Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | 65 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Dorell | Last name of sampler or witnessed by | Harper |
Title of sampler | Telephone number of sampler | 6692889248 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Martin Marietta Goleta | 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 | 725A1Z0P |
---|---|---|---|
The truck number from where the sample was collected | 665 | The batch plant ticket number from where the sample was collected | 3432296 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-11-18-67
DIME Test ID: 2022-11-18-67-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-01-03
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jesse Gomez
Date of test: 12/30/2022
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: 75600 lb
Maximum load on cylinder 2: 82800 lb
Maximum load on cylinder 3: 82730 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1
Age of specimen: 42 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 of cylinder 1: 6014.3 psi
Compressive strength of cylinder 2: 6587.1 psi
Compressive strength of cylinder 3: 6581.5 psi
Compressive strength (to nearest 10 psi): 6390 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/3/2023 ✔