Summary for Test 2023-06-08-63-2
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 215129 DEA: 050N73U4 EFIS: 0520000166 |
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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 | 06/08/2023 | Sample Unique Key | 63 |
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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 | 06/08/2023 |
Sample type | Quality Assurance | A brief description of the sample | 1 x 4 PCC Aggregates |
The quantity of what the sample constitutes | 3cy | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Dorell | Last name of sampler or witnessed by | Harper |
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 | 725A1Z0P |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 0 | |
Concrete batch plant | Martin Marietta | 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: 2023-06-08-63
DIME Test ID: 2023-06-08-63-2
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: 2023-07-20
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: 07/20/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 89000 lb
Maximum load on cylinder 2: 95000 lb
Maximum load on cylinder 3: 91800 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: 42 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 7050.0 psi
Compressive strength of cylinder 2: 7560.0 psi
Compressive strength of cylinder 3: 7270 psi
Compressive strength (to nearest 10 psi): 7290 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/20/2023 ✔