Summary for Test 2022-09-08-3-3
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 993150 DEA: 051G9704 EFIS: 0516000008 |
---|---|
DIST-CO-RTE-PM | 05-SB-135-11.7/17.8 |
Award Date | 09/27/2021 |
Closeout Date | 03/28/2023 |
Work Description | COLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS. |
Location Description | SANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR |
QA Service Level | 1 (Verified on 08/09/2021) |
Sample Information
Sample Taken Date | 09/08/2022 | Sample Unique Key | 3 |
---|---|---|---|
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 | 09/08/2022 |
Sample type | Quality Assurance | A brief description of the sample | Class 2 Concrete |
The quantity of what the sample constitutes | 10.5 Cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Isaac | Last name of sampler or witnessed by | Gleffe |
Title of sampler | ARET | Telephone number of sampler | 18053191237 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Calportland/Donaven | 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 | 590GN1010 |
---|---|---|---|
The truck number from where the sample was collected | load 1 | The batch plant ticket number from where the sample was collected | 1735273 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Dischard fron 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: 2022-09-08-3
DIME Test ID: 2022-09-08-3-3
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-11-01
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Salvador Lopez-Zamora
Date of test: 10/07/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.03 in
Average diameter of cylinder 2: 4.01 in
Maximum load on cylinder 1: 50604 lb
Maximum load on cylinder 2: 48985 lb
Type of fracture pattern of cylinder 1: 6
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: 672 hours
Cross sectional area of cylinder 1: 12.76 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Compressive strength of cylinder 1: 3965.8 psi
Compressive strength of cylinder 2: 3878.5 psi
Compressive strength (to nearest 10 psi): 3920 psi
General comments (publicly viewable) (Max 1000 characters): Complies, AVG 3 cylinders. Cylinder #3 3880 psi
Test was verified on 11/1/2022 ✔