Summary for Test 2023-05-16-84-3
Test performed: ASTM C39-21Project 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 | 05/16/2023 | Sample Unique Key | 84 |
---|---|---|---|
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 | 05/17/2023 |
Sample type | Quality Assurance | A brief description of the sample | PCC |
The quantity of what the sample constitutes | 19 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Cromwell |
Title of sampler | Telephone number of sampler | 8057465506 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Martin Marietta | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | RW 120 Radius |
Material Information
Material Type | Concrete | The concrete mix design number | 725A1Z0P |
---|---|---|---|
The truck number from where the sample was collected | 675 | The batch plant ticket number from where the sample was collected | 3433387 |
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
DIME Sample ID: 2023-05-16-84
DIME Test ID: 2023-05-16-84-3
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-07-03
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: 06/14/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 1 lb
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: 56910 lb
Maximum load on cylinder 2: 51270 lb
Maximum load on cylinder 3: 53220 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
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: 4510.0 psi
Compressive strength of cylinder 2: 4060.0 psi
Compressive strength of cylinder 3: 4210 psi
Compressive strength (to nearest 10 psi): 4260 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/3/2023 ✔