Summary for Test 2023-04-04-56-1
Test performed: ASTM C39-17aProject 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 | 04/04/2023 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 04/05/2023 |
| Sample type | Quality Assurance | A brief description of the sample | PCC |
| The quantity of what the sample constitutes | 9.5 CY | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Darren | Last name of sampler or witnessed by | LaChaine |
| 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 |
Material Information
| Material Type | Concrete | The concrete mix design number | 63511N0P |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 3433176 | |
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2023-04-04-56
DIME Test ID: 2023-04-04-56-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-07-13
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Tom Cromwell
Date of test: 05/02/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 46580 lb
Maximum load on cylinder 2: 50010 lb
Maximum load on cylinder 3: 46950 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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 3688.0 psi
Compressive strength of cylinder 2: 3959.6 psi
Compressive strength of cylinder 3: 3717.3 psi
Compressive strength (to nearest 10 psi): 3790 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/13/2023 ✔