Summary for Test 2015-08-26-8-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 210240 DEA: 040G2104 EFIS: 0400000317 |
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DIST-CO-RTE-PM | 04-ALA-13-9.9/10.1 |
Award Date | 04/24/2015 |
Closeout Date | 05/26/2016 |
Work Description | UPGRADE SHOULDER/SIDEWALK AND CONSTRUCT A RETAINING WALL. |
Location Description | ALAMEDA COUNTY IN OAKLAND AND BERKELEY BETWEEN HILLER DRIVE AND VICENTE ROAD |
QA Service Level | 1 (Verified on 04/30/2015) |
Sample Information
Sample Taken Date | 08/26/2015 | Sample Unique Key | 8 |
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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 | 09/18/2015 |
Sample type | Quality Control | A brief description of the sample | concrete |
The quantity of what the sample constitutes | 4 cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jody | Last name of sampler or witnessed by | McCoy |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | unknown | Transportation Laboratory (TL) Number | 1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | uknown |
---|---|---|---|
The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | unknown |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | truck | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-08-26-8
DIME Test ID: 2015-08-26-8-1
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: 2015-09-23
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 09/23/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.97 in
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.01 in
Maximum load on cylinder 1: 134014 lb
Maximum load on cylinder 2: 132251 lb
Maximum load on cylinder 3: 148265 lb
Maximum load on cylinder 4: 148740 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 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
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Age of specimen: 28 days
Cross sectional area of cylinder 1: 27.9 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Cross sectional area of cylinder 4: 28.37 in^2
Compressive strength of cylinder 1: 4803.4 psi
Compressive strength of cylinder 2: 4724.9 psi
Compressive strength of cylinder 3: 5226.1 psi
Compressive strength of cylinder 4: 5242.9 psi
Compressive strength (to nearest 10 psi): 5000 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 4
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 4
Source: Partner Data Point File
Test graph for Cylinder Code 3 of 4
Source: Partner Data Point File
Test graph for Cylinder Code 4 of 4
Test was verified on 9/23/2015 ✔