Summary for Test 2022-09-13-48-2
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 | Not set |
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 | 09/13/2022 | Sample Unique Key | 48 |
---|---|---|---|
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 | 09/14/2022 |
Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | 12 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 | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Calportland Donovan | 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 | The batch plant ticket number from where the sample was collected | NA | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Concrete Chute Jobsite | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-09-13-48
DIME Test ID: 2022-09-13-48-2
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: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Salvador Lopez-Zamora
Date of test: 10/25/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 58613 lb
Maximum load on cylinder 2: 63142 lb
Maximum load on cylinder 3: 59290 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 0
Correction factor for cylinder 2: 0
Correction factor for cylinder 3: 0
Age of specimen: 42 days
Age of specimen in hours: 1008 hours
Cross sectional area of cylinder 1: 12.6 in^2
Cross sectional area of cylinder 2: 12.6 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 4790 psi
General comments (publicly viewable) (Max 1000 characters): 135 Bridge barrier N/B, 42day
Test was verified on 11/1/2022 ✔