Summary for Test 2023-08-17-28-2

Test performed: ASTM C39-21

Project Information

Project IdentifiersProject ID: 214135
DEA: 09213404
EFIS: 0900000030
DIST-CO-RTE-PM09-INY-395-29.9/41.8
Award Date10/22/2021
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location DescriptionINYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
QA Service Level1 (Verified on 05/03/2019)

Sample Information

Sample Taken Date08/17/2023 Sample Unique Key28
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 testing08/17/2023
Sample typeQuality Assurance A brief description of the sampleConAggs #41
The quantity of what the sample constitutes54 CY From where was the sample collectedJob Site
First name of sampler or witnessed byDerek Last name of sampler or witnessed byArmon
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFisher Sand and Gravel Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design number718216A
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedConcrete Plant
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedDS 1207 SL inlet Headwall Footings and NL Headwall Footings Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-08-17-28
DIME Test ID: 2023-08-17-28-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-09-14

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 09/14/2023
Apparent mass of submerged cylinder 1: 4 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 55395 lb
Maximum load on cylinder 2: 54955 lb
Maximum load on cylinder 3: 56745 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
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: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 4410.0 psi
Compressive strength of cylinder 2: 4370.0 psi
Compressive strength of cylinder 3: 4510 psi
Compressive strength (to nearest 10 psi): 4430 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Emergency Project: 09-399404 Mix NO. 718216A Break 3 at 28 Day

Test was verified on 9/14/2023