Summary for Test 2022-03-16-27-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214756 DEA: 050N7AU4 EFIS: 0520000030 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-1.4/4.8 |
| Award Date | Not set |
| Closeout Date | 09/27/2022 |
| Work Description | Segment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP. |
| Location Description | CARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE |
| QA Service Level | 1 (Verified on 03/09/2020) |
Sample Information
| Sample Taken Date | 03/16/2022 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 03/17/2022 |
| Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 1 per 100 cy | From where was the sample collected | Source |
| First name of sampler or witnessed by | Erroll | Last name of sampler or witnessed by | Benton |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Martin Marrieta Goleta | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Drainage System 12A |
Material Information
| Material Type | Concrete | The concrete mix design number | 63511N0P |
|---|---|---|---|
| The truck number from where the sample was collected | 544 | The batch plant ticket number from where the sample was collected | 552237 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | CHUTE FROM TRUCK | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-03-16-27
DIME Test ID: 2022-03-16-27-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-04-21
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Julio Lugo
Date of test: 04/13/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 123560 lb
Maximum load on cylinder 2: 124380 lb
Type of fracture pattern of cylinder 1: 2
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: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 4390 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/21/2022 ✔