Summary for Test 2017-08-17-5-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 212494 DEA: 044K8404 EFIS: 0417000368 |
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DIST-CO-RTE-PM | 04-MRN-1-8.2/8.5 |
Award Date | 06/15/2017 |
Closeout Date | 10/15/2019 |
Work Description | IN MARIN CNTY, ON ROUTE 1, PM 8.2/8.5, NEAR STINSON BEACH FR 2.3 TO 2.6 MILES NORTH OF MUIR WOODS RD |
Location Description | CONSTRUCT SOLDIER PILE WALL (KP 13.1/13.6) EFA VIA DO |
QA Service Level | 1 (Verified on 07/12/2017) |
Sample Information
Sample Taken Date | 08/17/2017 | Sample Unique Key | 5 |
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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 | 08/29/2017 |
Sample type | Quality Assurance | A brief description of the sample | 6X12 cylinders |
The quantity of what the sample constitutes | 20 cy | From where was the sample collected | Source |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Marr |
Title of sampler | Structure Representative | Telephone number of sampler | 5103856764 |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Shamrock Materials | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Soldier Pile Wall |
Material Information
Material Type | Concrete | The concrete mix design number | 4201A |
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The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 1 |
Concrete batch plant | 1 | The fabricator/manufacturer designation for the sample | Shamrock Materials |
A detailed description of where the material sample was collected | CHUTE FROM TRUCK | Where the material sample would have been placed if not sampled | soldier pile |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2017-08-17-5
DIME Test ID: 2017-08-17-5-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-09-28
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 09/28/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 144592 lb
Maximum load on cylinder 2: 145308 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: no data
Age of specimen: 42 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5096.7 psi
Compressive strength of cylinder 2: 5140.0 psi
Compressive strength (to nearest 10 psi): 5120 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 9/28/2017 ✔