GDR App H.pdf
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- Attached to
- Tule River Phase I Federal contract opportunity
- Solicitation number
- W91238-20-B-0004TuleRiverPhase1
About this file
This document contains geotechnical test results from samples collected during subsurface exploration for the Tule River Phase I project. The testing included Cerchar Abrasiveness testing performed in accordance with ASTM D7625 on samples from six boreholes. The test results provide the average Cerchar Index values for each sample, which characterize the abrasiveness of the rock types including quartzite and granodiorite encountered.
The related federal contract opportunity is for road relocation associated with the Tule River Phase I project. The scope of work involves relocating an existing road at Success Dam and Reservoir in Tulare County, California to a new location along the right abutment cut above the new gross pool. The project includes construction of the right abutment spillway cut, relocation of the road, and placement of temporary material stockpiles. The contracting agency is the Department of the Army Corps of Engineers Engineering District Sacramento.
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Text version
Success Dam Spillway Enlargement Project Geotechnical Data Report
APPENDIX H – CERCHAR TEST RESULTS
ADVANCED TERRA TESTING
CERCHAR Abrasiveness
ASTM D7625
CLIENT JOB NO.
PROJECT
USACE
Success Dam Spillway LOCATION
PROJECT NO. --
BORING NO. 1F-19-04 1 F-19-05 1F-19-05
DEPTH 65.2 13.0 92.0.
SAMPLE NO.
DATE SAMPLED
DATE TESTED 06/13/19 06/13/19 06/13/19
TECHNICIAN HN HN HN
ROCK TYPE Quartzite Granodiorite Granodiorite
Surface Type: Saw Cut Saw Cut Saw Cut Moisture Condition As Received As Received As Received
Reading A.1 (in): 0.01429 0.00429 0.01091 Reading A.2 (in): 0.01597 0.00494 0.00623 Reading A.3 (in): 0.01612 0.00584 0.01234 Reading A.4 (in): 0.01506 0.00519 0.00740 Reading A.5 (in): 0.01948 0.00429 0.00974 Reading B.1 (in): 0.01688 0.00390 0.01052 Reading B.2 (in): 0.01481 0.00584 0.01260 Reading B.3 (in): 0.01660 0.00325 0.00896 Reading B.4 (in): 0.01429 0.00571 0.00883 Reading B.5 (in): 0.01610 0.00468 0.00766
Average Reading (in}: 0.01596 0.00479 0.00952 Average Reading (mm): 0.4054 0.1217 0.2418
Uncorrected CAI or CAl
: 4.05 1.22 2.42
Corrected CAI: 4.49 1.69 2.87
NOTES CAl5 is the CAI calculated on saw cut specimens.
3061-002
1F-19-06 33.1
06/13/19
HN
Granodiorite
Saw Cut As Received
0.01091 0.00532 0.00468 0.00766 0.00925 0.00519 0.00506 0.00494 0.00727 0.00857
0.00689 0.1749
1.75
2.21
Corrected CAI for saw cut specimens based on R. Plinger and H. Kasling Suggested formula CAI= 0.99*CAls + 0.48.
Applied pins had a Rockwell Hardness of 54-56.
Data entry by: HN Date:
,6'
1ri
Checked by: KM� Date: (a (c..{ I� File name: 3061002 CHERCHAR ASTM D7625_0.x\sm 1
CERCHAR Abrasiveness
ASTM D7625
CLIENT
PROJECT
PROJECT NO.
PAGE
JOB NO.
LOCATION
USACE
Success Dam Spillway
BORING NO. 1F-19-06 1F-19-22
DEPTH 60.8 34.5
SAMPLE NO.
DATE SAMPLED
DATE TESTED 06/13/19 06/13/19
TECHNICIAN HN HN
ROCK TYPE Quartzite Granodiorite
Surface Type: Saw Cut Saw Cut Moisture Condition As Received As Received
Reading A.1 (in): 0.01416 0.01506 Reading A.2 (in): 0.01713 0.01740 Reading A.3 (in): 0.01312 0.01506 Reading A.4 (in): 0.01571 0.01234 Reading A.5 (in): 0.01519 0.00935 Reading B.1 (in): 0.01545 0.01338 Reading B.2 (in): 0.01727 0.01519 Reading B.3 (in): 0.01805 0.01545 Reading B.4 (in): 0.01714 0.01286 Reading 8.5 (in): 0.01675 0.01247
Average Reading (in): 0.01600 0.01386 Average Reading (mm): 0.4063 0.3519
Uncorrected CAI or GAis: 4.06 3.52
Corrected CAI: 4.50 3.96
NOTES GAis is the CAI calculated on saw cut specimens.
3061-002
Corrected CAI for saw cut specimens based on R. Plinger and H. Kasling Suggested formula CAI = 0.99*CAls + 0.48.
Data entry by:
Checked by:
File name:
Applied pins had a Rockwell Hardness of 54-56.
HN Date: 6/14/2019
3�#o�2 CHERCHAR ASTM ���;5 1�,!� /I'\
Image Attachment
CLIENT BORING NO. 1F-19-04
JOB NO. DEPTH 65.2
PROJECT
USACE
3061-002 Success Dam Spillway
PROJECT NO. --
SAMPLE NO.
DATE SAMPLED
LOCATION DESCRIPTION CERCHAR
NOTES
File name:
C.I om Wa Ing BORING NO.
3061-002 DEPTH
Succe Dam Spillway SAMPLE NO.
0. TEST TYPE
ROCK TYPE
3061002_Image_19_06_07_08_42_32
1F-19-04
65.2
CERCHAR
QUARTZITE
CLIENT
JOB NO.
PROJECT
USACE
3061-002 Success Dam Spillway
PROJECT NO. --
LOCATION
BORING NO. 1 F-19-05
DEPTH 13.0
SAMPLE NO.
DATE SAMPLED
DESCRIPTION CERCHAR
CLIE T
JOB 0
PROJECT
P OJ CT
LOC TIO
ri 9 BORING NO.
3061 002 DEPTH
1F-1 -05
13.0
Before Test
NOTES
Succe
0.
D m Spillway SAMPLE NO.
TEST TYPE
ROCK TYPE
File name: 3061002_Image_19_06_05_16_19_38
CERCH
GRA ODIORITE
l
CLIENT
JOB NO.
PROJECT
USACE
3061-002
Success Dam Spillway
PROJECT NO. --
LOCATION
JOB 0 3061-002
BORING NO. 1F-19-05
DEPTH 92.0
SAMPLE NO.
DATE SAMPLED
DESCRIPTION CERCHAR
BORING NO.
DEPTH
1F-19-05
92.0
P OJ C Succe s Dam Spillway SAMPLE NO.
P OJ CT NO.
OCATIO
fore Test
NOTES
File name: 3061002_Image_19_06_07_08_41_51
TEST TYPE
ROCK TYPE
CERCHAR
GRANODIORITE
T
CLIENT
JOB NO.
PROJECT
USACE
3061-002 Success Dam Spillway
PROJECT NO.
LOCATION
BORING NO. 1F-19-06
DEPTH 33.1
SAMPLE NO.
DATE SAMPLED
DESCRIPTION CERCHAR
BORING NO
3061 002 DEPTH
NOTES
File name:
Succe
0.
s Dam Sp llway SAMPLE 0.
TEST TYPE
ROCK TYPE
3061002_1mage_ 19_06_ 10_08_ 49_52
CLIENT
OB NO.
PROJECT
USACE
3061-002 Success Dam Spillway
PROJECT NO. --
LOCATION
Succ o.
NOTES
Da Spillw
File name: 3061002_1mage_19_06_10_08_49_23
BORING NO. 1 F-19-06
DEPTH 60.8
SAMPLE NO.
DATE SAMPLED
DESCRIPTION CERCHAR
BORING NO.
DEPTH
SA PLE NO.
T TTYPE
ROC YPE
1F-19-06
60.8
CLIENT BORING NO. 1F-19-22
OB NO.
PROJECT
USACE
3061-002 Success Dam Spillway
PROJECT NO. --
DEPTH 34.5
SAMPLE NO.
DATE SAMPLED
LOCATION DESCRIPTION CERCHAR
CLE T
JOB 0.
PROJECT
PROJECT
LOCATIO
NOTES
C■ltfomla We ,.hed E"9 neering BORING NO.
3061-002 DEPTH
Succe s Dam Spillway SAMPLE NO.
0. TEST TYPE
ROCK TYPE
File name: 3061002_Image_19_06_05_16_16_51
ADVANCB> TERRA TESTING
CLIENT BORING NO. 1F-19-04
JOB NO.
PROJECT
USACE
3061-002 Success Dam Spillway
PROJECT NO. --
LOCATION
CLIENT
DEPTH 65.2
SAMPLE NO.
DATE SAMPLED
DESCRIPTION CERCHAR
c.,,10,..,. w111ersttect e=.,q.,,.,,_.,,ng BORING NO
JOB NO
PROJECT
PROJECT NO
LOCATION
3061-002 DEPTH
success Dam Spillway SAMPLE NO.
TeST TYPE
ROCK TYPE
File name: 3061002_Image_19_06_14_ 14_ 42_39
CERCHAR
QUARTZITE
CLIENT
JOB NO.
PROJECT
USACE
3061-002 Success Dam Spillway
PROJECT NO. --
LOCATION
BORING NO. 1F-19-05
DEPTH 13.0
SAMPLE NO.
DATE SAMPLED
DESCRIPTION CERCHAR
c"t.ieNT-- - California Wa-;;�h:-d �nglneering BORING NO. , t--'\ �-Ol!:>:-------
NOTES
File name:
JOB NO. 3061-002 DEPTH
PROJECT Success Dam Spillway SAMPLE NO.
PROJECT NO. TEST TYPE
LOCATION ROCK TYPE
3061002_1mage_19_06_14_14_42_06
13 .0
CERCHAR
• I •
CLIENT
JOB NO.
PROJECT
USACE
3061-002 Success Dam Spil lway
PROJECT NO. --
LOCATION
CLIENT C "'
BORING NO. 1F-19-05
DEPTH 92.0
SAMPLE NO.
DATE SAMPLED
DESCRIPTION CERCHAR
• omla \l\ta1•rshed E'nglneor,ng
JOB NO. 3061-002 DEPTH
1F-19-05
92.0 PROJECT Success Dam Spillway SAMPLE NO.PROJECT NO.
LOCATION
TEST TYPE
ROCK TYPE
CERCHAR
File name: 3061002_Image_19_06_14_14_43_22
ADVANCEDTERRA TESTING
CLIENT BORING NO. 1F-19-06
JOB NO. DEPTH 33.1
PROJECT
USACE
3061-002 Success Dam Spillway SAMPLE NO.
PROJECT NO. --
LOCATION
DATE SAMPLED
DESCRIPTION CERCHAR
CLIENT Callforn· .... BORING NO •• •••t•rahed Enganeer,ng
JOB NO. 3061-002 DEPTH
PROJECT Success Dam Spillway SAMPLE NO.
PROJECT NO. TEST TYPE
LOCATION ROCK TYPE
File name: 3061002_Image_19_06_14_14_44_53
1F-19-06 33.1
CE�CHAR
GRA.Noo\OR\�E
<AT_J
ADVANCED TERRA TESTING
CLIENT
JOB NO.
PROJECT
USACE
3061-002
Success Dam Spillway
PROJECT NO. --
LOCATION
BORING NO. 1F-19-06
DEPTH 60.8
SAMPLE NO.
DATE SAMPLED
DESCRIPTION CERCHAR
--��-��--� ----CLIENT �---------------- NOCahfornla Watershed Engineering eoRING 1F-19-0'6
File name:
JOB NO. 3061-002 oEPTH PROJECT Success Dam Spillway 5AMPLE NO.
PROJECT NO. TEST TYPE
LOCATION ROCK TYPE
3061002_Image_19_06_14_14_44_28
60.8
CERCHA.R
MET A-BASAL "T
CLIENT BORING NO. 1F-19-22
JOB NO. DEPTH 34.5
PROJECT
USACE
3061-002 Success Dam Spillway SAMPLE NO.
PROJECT NO. -
LOCATION
DATE SAMPLED
DESCRIPTION CERCHAR
CLIENT California Watershed engineering eoRING NO.
JOB NO. 3061-002 cePTH PROJECT Success Dam Spillway 5,AfJIPLE NO
PROJECT NO. -- TEST TYPE
LOCATION ROCK TYPE
File name: 3061002_1mage_19_06_14_14_43_55
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