Summary for Test 2017-03-10-8-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663 |
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DIST-CO-RTE-PM | 07-LA-710-6.0-9.4 |
Award Date | 09/02/2011 |
Closeout Date | Not set |
Work Description | Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing. |
Location Description | Port of Long Beach (District 7) |
QA Service Level | 1 (Verified on 06/03/2013) |
Sample Information
Sample Taken Date | 03/10/2017 | 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 | 03/14/2017 |
Sample type | Quality Control | A brief description of the sample | 3X6 |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | HLA | Last name of sampler or witnessed by | KYI |
Title of sampler | Lead IQA Engineer | Telephone number of sampler | Unknown |
Laboratory sample identification | 866-L20 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | MIXED ON SITE | Transportation Laboratory (TL) Number | 0301017RWN LCC C 3 L20 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | OCEAN BLVD TO SR 47 IN LB |
Structure name | RW N LCC LIFT XX CLASS III |
Material Information
Material Type | Concrete | The concrete mix design number | NA |
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The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | NA |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | TREMIE PIPE | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2017-03-10-8
DIME Test ID: 2017-03-10-8-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-04-11
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 04/07/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 2.99 in
Average diameter of cylinder 2: 2.98 in
Average diameter of cylinder 3: 2.93 in
Average diameter of cylinder 4: 2.97 in
Maximum load on cylinder 1: 2540 lb
Maximum load on cylinder 2: 2390 lb
Maximum load on cylinder 3: 2450 lb
Maximum load on cylinder 4: 2250 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
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
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.02 in^2
Cross sectional area of cylinder 2: 6.97 in^2
Cross sectional area of cylinder 3: 6.74 in^2
Cross sectional area of cylinder 4: 6.93 in^2
Compressive strength of cylinder 1: 361.8 psi
Compressive strength of cylinder 2: 342.9 psi
Compressive strength of cylinder 3: 363.5 psi
Compressive strength of cylinder 4: 324.7 psi
Compressive strength (to nearest 10 psi): 350 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/11/2017 ✔