Summary for Test 2022-11-21-48-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 215129 DEA: 050N73U4 EFIS: 0520000166 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-7.3/9.6 |
| Award Date | 10/22/2020 |
| Closeout Date | 12/11/2023 |
| Work Description | !!Please CC Office Engineer Gabrielle Herrera on reports to RE and SR!! Segment 4C - Summerland: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, steel soldier piles, epoxy coated rebar, |
| Location Description | SUMMERLAND FROM 0.2 MILES NORTH OF PARDARO LANE OVERCROSSING TO SAN YSIDRO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/24/2020) |
Sample Information
| Sample Taken Date | 11/21/2022 | 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 | 11/28/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 11 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 | 8053191237 | |
| 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 | 72F1S0Z |
|---|---|---|---|
| The truck number from where the sample was collected | 516 | The batch plant ticket number from where the sample was collected | 3432319 |
| 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
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DIME Sample ID: 2022-11-21-48
DIME Test ID: 2022-11-21-48-1
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: 2023-01-04
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: 11/28/2022
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad 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: 49500 lb
Maximum load on cylinder 2: 44470 lb
Maximum load on cylinder 3: 49900 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
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: 7 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: 3937.9 psi
Compressive strength of cylinder 2: 3537.8 psi
Compressive strength of cylinder 3: 3969.8 psi
Compressive strength (to nearest 10 psi): 3820 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/4/2023 ✔