Summary for Test 2022-08-17-77-4
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 993150 DEA: 051G9704 EFIS: 0516000008 |
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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 | 08/17/2022 | Sample Unique Key | 77 |
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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 | 08/18/2022 |
Sample type | Verification | A brief description of the sample | 590GN1010 concrete |
The quantity of what the sample constitutes | 9cy | 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 | 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 |
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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 | Job site | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-08-17-77
DIME Test ID: 2022-08-17-77-4
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: 2022-09-07
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: 09/09/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 46612 lb
Maximum load on cylinder 2: 49473 lb
Maximum load on cylinder 3: 47662 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 4
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: 28 days
Age of specimen in hours: 672 hours
Cross sectional area of cylinder 1: 4 in^2
Cross sectional area of cylinder 2: 4 in^2
Cross sectional area of cylinder 3: 4 in^2
Compressive strength (to nearest 10 psi): 3810 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/7/2022 ✔